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15785 SW 72ND AVENUE-2 -, -^z:�fY.".��'•:....... - •�'.'.a44�' :7wres•+S..rr'+wsa:wer.u..r.scar.:..�.r,er ., I r 1 �W 1 Amim 1 Y �� dk -. t,+��•'�'a, '-1 14'� it �s-ice,. `�„�, � ,al._ M: �r.1 ;Li, y .A. Ilk Y { f . Y Y- • TIL �I!��' H: 4 !y �� _. ._ ... M .,► a a r —._ 'Y TiIYR. _ I ( I ; 1 ! ` I I I ; , + J � ¢ I M •_�i..• ) ,r t I �+ !9T ay. F� ia,F. f �N.� y�5', - .4`t 'R. Y -, alga waft 9033 S W OURNHAM RD.,TIGARD,OR 97223 - (603)639-4910 Sign propomd for_, l ; - , �:. ;-a t c �c—�1 ------ Address! Des ignevbSkftclAno. s /'' Scalls__ _ `~ `" _—_ _ e reHen H ive 15785 rW 21\11:) FIVE:I"We 1. 0F 1. r IF THIS DOCUMENT IS LESS 1' �1I ' � il�l�lll ��1 � I� III1I' I1 IIT Illilfl VIII I IIIIIII ! VIII, IIIIIII IIIA f i1111II IIIIIII IIIIIII ILII ! 1 IIIIIII T lllllli IIIIIII� IIIIIII II1I1 OCTOBER 26 1993 II LL II II-- OC OB [Z 11 Z I 4 �_� 6 �_ 1 0 11 _ lz IaEG1BLE THAN THIS NOTATION, ____� IT IS DUE TO THE QUALITY OF — _-- — ----- --- No, 8 — Mlr' '' ;a l:�: „w,_... -J j, THE ORIGINAL DOCUMENT. ' ��,� �►�I►,II���II►III►�III�,I►►�III�III�;III►I�II��III�III�ii,l�l���„►�„►, ;,,,�,,,�l�,l,i,ll�l�II��III►I..I,i,,,�SII►i,l,��I„i,ll;;,,►� ,11�,► �,���„i„,��,,,�,,,�,�,;,�,,,��,,,�,,,, �►„��,,�,�,��„�,,,��,►���,,,�,„i►►„�,�,ifiii�u,�,►►i�i, f i :� ,. � � n ;: �' �..,. ,P ����� ^:,�� it f. r��� 4' "i �� kl .,, I� t• ,�. �� ., '. ,... �: .j �' �' �. �'!, %� ' _j �; .,r. "�`� :�'' 'r'! ,. ,�.. ���� :� �� �A :,� `/'� •. ' �• . �� r `- Tualatin Fire District Inspection Notice 8405 S.W. Elligsen Road Tualatin, Oregon 97062 Phone 682-2601 Building Name J324'4j') Address r Pursuant to Section(s) of adopted codes, the '.�)llowing item(s) require correcting: c rt A qq Date: 02 Inspector CALL FOR REINSPECTION OR BUILDING DEPT. i I ICA`'M TIF OF ocICU'ANCY I CITY nA OREGON 5490 � (� Andre Nadeau Permit No.__-- Address: Building Address: Occupancy: LIAR? Land Use Zone: 1u. Bldg. Twe__?I hr. Comments: — 12th _da Of Dore�nber ___.-,19 85 Certificate is hereby given this y ' t that said building may be occupied and that it complies with all I ar requirements of the Building Code for the City of Tigard, as approved / by the Tigard City Council. — gi Fire Dept. Butlding Inspector Building Offidai `I Post Certificate in Conspicuous Place INSPECTION NOTICE City of Tigard Building Department r J) 12420 S.W. Main St. 1 Tigard,Oregon 97223 Phone: 639.4171 I I� Type of Inspection — 1. �-- �A/z n p%L i Date Requested J Time A.M.—"_P.M. Address Z" 2, 3 (.(_, 2 "IdPermit Owner C�'�� ✓Z.�J f' –� Lot # Builder The following Building Code deficiencies are required to be corrected: 1 i 1 –T– GC_ Wit ' / ' -/2 iV i i Presented to _ Approved Inspector __-_ / � �_ Disapproved Date CALL FOR REINSPECTION l ❑ YES X-`_I NO Y INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. 1 Tigard,Oregon 97223 Phone: 639.4171 Type of Inspection Time A.M. P.M. Date Requested----------- � ' — r 7 ' Permit Address Owner Lot # Builder The following Building Code deficiencies are required to be corrected: _sic 9.�__�" �r�^� C✓t 'E:i 7 ?c.. Presented to —_ Approved Inspector /�f ❑ Disapproved Date ! CALL FOR REINSPECTION !, ❑ YES if NO Or INSPECTION NOTICE City of Tigard Building Department 12420 S.W.Main St. Tigard,Oregon 97223 Phone: 639.4171 41 Type of Inspection -- U o.ZS' __--- Time A.M. -P.M. Date Requested - /�--� _ Permit Address _ — T– t #.__ Owner Builder_ -- – The following Building Code deficiencies are required to be corrected: Approved Presented to r [_ Disapproved Inspector ` is Date - -- i� -- CALL FOR REINSPECTION DYES ❑ NO INSPECTION NOTICE City of Tigard Building Department ____--- 12420 S.W.Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection A.M. -` P M J-� Date Requested Permit Address _�--- Lot Owner _— --I Builder The following Building Code deficiencies are required to be corrected: 1 it 1 ---------------------------- --------------- i V / J v I ---------- Approved Presented to Disapproved Inspector Date _ CALL FOR REINSPECTION ❑ YES NO Construction Inspection&Relsrrd Tests Carlson Testing, Inc. 6 X 1� Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS 'ngerd,Oregon 97223 -- Phone(503)684-3460 9-16 85 CP-2445 Date Molded: _ ' 19 Jco No. Client: Bob Westlund Project: r�ndre's Body Shop Address: S.W. 72nd Tigard, Oregon Contractor: Sub Contractor: 7764-- Wilsonville Concrete 30/40 7266 Concrete Supplier: Truck No. _ Ticket No. . Cast By: D. Tabert Test Time: Load No. Raining 65 45 Veeother:_ Temp. High: Temp. Low: Set I panels rear filler panels. Location of Placement.. �Pt 11 Panels 1,2,3. Cu. Yds. Concrete Temp: �� Strength Requirement: 000 PSI ® 28 days Slump 4 1/4 r Cement Type Mix Nn.!No. Sacks Air Content Max. Aggregate 3/4" Aamix. Amount: Brand: Admix, Amount: Brand: _ Set Test® Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. I 7 1925 9-17 9-23 59,642 28.27 2110 4 28 1926 9-17 10-14 107,850 28.27 3810 7 II 7 1927 9-17 9-23 79,385 28.27 2810 4 28 1928 9-17 10=14 125,000 28.27 4420 7 28 1929 9-17 10-14 123,257 28.27 4360 7 I Beam 7 1930 9-17 9-23 0 —r4 _ 5,517.3 46 cc: City of Tigard Remarks: _ Construction inspection&Rc/ated Tests Carlson 'Testing, Inc. P.O.Box 23814 6 X 12 Concrete Tigard,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)684-3460 --- q-16 35 CP-244:; Date Molded: ' 19 _ Job No. S o h W e s t l u n d _ ---- ---- Client: Andre's Body Shop -- Project: --S.W. 72nd Tiyard, ure�-lon -- Address: - Sub Contractor: Vt Controcto•: — -- - lO/4p 7266 W 1`,orivi 1 le Concrete — Truck No.'_--- Ticket No. . Concrete Supplier: _ - D. Tabert _ ___ Test Time: load No. _ Cast By: — --'-`r 45 i?alrllnr; � Temp. High: Temp. low: _— Weather: Set I panels rear filir:r panels. Location of Placement: t 11 Palo-1" 1 ,2,3. ------_ Cu. Yds. -- Concrete Temp: c 2P, _doysSlum Ceme it Type p Strength Requirement: PSI ® - �—— Mix No./No. Socks Air Content Max. Aggregate—— -- -� Admix. Am�junt: _ _ Brand: Admix. Amount: Brand; ---- r _. —�- Date Unit Tot#d2 Area Unit Report Set fest a Register Date Un loPSI No. No. Days Number Recd Test - 3.2-11925 �)-17 9-23 5y, 21.1'J 4 7.8.27 1926 9-17 111-14 -- — 9-17 9-23 v --- 28.27 1927 f I - 79,385 2810 4- - 1928 — 9-17 1t)= 28.27 —- «; 1929 �`-17 1�-14 28.27 - {,r ,a�� 7 1931) 9-17 9-23 5,517.3 1460 _ 4 CC: City of Tigard Remarks: _ RECEIVED _ Coarravcrioo Inspocidon&Xc�.vod Tub Carlson Testing, Inc. `'t P 2 J 1985 g CITY nF Tr,,...- — P.O.Box 23814 6 X 12 Concrete Tigard,Oregon 97223 REPORT Of TEST SPECIMENS Phu.-: ;5(33)684.34601 Date Molded: g.-1 7 -119_ A9 lob No. CP_ 42 4 5-_ Client: R-ah leMnctlun ,_ —- ---— ------ --- Project: T arrn r c,, cd—s Shop - y Address: S,W_ 72nd, Tigard, C1reg^n - -------- Contractor: Bob Westlund Sub Contractor: CorKrete Supplier: Wilsonville Concrete Truck No. 28 Ticket No. C-7091) Cast By. R. Dodson Test Time: 8:30 load No. Weather: Cloudy Temp. High: 65 Temp. low: — 40 Location of Placement: Set #1 to be lab cured, set #2 to be field cured. Building slab. Cu. Yds. Concrete Temp: 70 Strength Requirement: PSI ® 28 days Slump 4 Cement Type Mix No./No. Socks CISY --_ Air Content Max. Aggregate -3/4' Admin. Amount: 5% pozz Brand: Admix, Amount: Brand: Set Test® Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. load PSI No. I 7 1639 9-12 9-18 78,547 28.27 2780 2 28 I 1640 9-12 10-9 1 28.27 -- 28 1641 j 9-12 1.0-9 28.27 --Feld II Hold 1642 _ __-- — 1 28.27 Hold 1643 28.27 _. Hold 1644 28.27 p Remarks (,onstruction ln&jwcdon&Related Tuts Carlson Testing, Ince __ P.O.Box 73614 Tigard,Cregon 97223 6 X 12 Concrete REPORT Of TEST SPECIMENS Phorv,(503)684-3460 Date Molded: _ �9_4 119 Job No. GP 4-5-- Project: ^—Ai ' WQd�4 ---- Address: . 72nd Ave. _ - Contractor: LYjb WeStlund Sub Contractor: - - Concrete Supplier: Wi 1 snnV i i 1 e �11Cr�' -- _ Truck No. _22nTicket No, _6905 --- Cast By: M- rp,,hPrt Test Time: —__8-(JD—� load No. 3 i 7S50 Weather: Partly Cloudy _ Temp. High: - Temp. low: ._ _ Tilt panels # 1, 3, 5, 7, 10, 12, 1.4. Location of Placement: Cu. Yds. _Concrete Temp: Strength Requirement: _ — PSI a 2f3_—_dcysSlump Cement Type —_— Mix No./No. Socks 6 saclt� _ Air Content_ Max. Aggregate -11 Admix. Amount: --_r _ Pnll _ Admix. Amount: ._ Brand: o�. Brand: �_ _ Set Test 4T Register Date Date Unit Total Area Unit Report No. .--Days Number Recd_ Test Wt. load PSI - No.- 7 1319 9-5 9-11 89,701 28.27 3170 1 28 1320 9-5 10-2 122,010 28.27 4320 28 1321 9-5 10-2 1.20,430 28.27 - Remarks: ANDRUS AIVO B�Gy SHf)P, LTD. 15;8; S. 13. 7 2va Tigrttd, Oregon 97224 Witta4, v"di, 4 P� t �tfc f14(4 �e hGaoi ev International Conference of Building Officials Report No.3149 RESEARCH REPORT "°```""`r' Filing Celepory:FIRE•RESIS11VF CONSTRUCTION—Other Firo•roelellve Constrtictlon 9'1 F1R1E•RESISTIVGJOINTFKALANTFOR 10 w r:el+blanket-IS +hull completely fill the width of rRECAST CONCRETE WALLS AND SLABS �lolnt fol -rnF,MC:O INCORPORATED -FS 11 folded tu30lilpfilly findfree lolnt tl 10101 6111KFn B011LIrVARD (rreblankt CLEVELAND,01110 44104 requlrrd depth t tsed ori the fite•resistive sating. I. Firc•ReskNvr joint Sealant for Precast Concrete w covered wIL, sinbnum %-inch DYmede materi 1. When material Is W hirci to ponding water,the loin) is primed with Waills at Slabs. crab of Trrmce )'rimer No, 1. A polyethylene Intal backln Il. ars Tiplitinl A.(:enrrah The joint senln,It consists of a Iwai placed ns shown In Flltune Nn. I.Mislni,feeling said cleanh+ flirt elxstmm�ric sealant known n+DYmefie that is used with un the ) sa Isle real ail shall comply with the mnuufacturrr' EUufuu n rtiJ far a bnekinK material lut+•41n IW11anGttncm t joints is I)ymrtnc�r In and n(,,e ablanki-t4 9,t allI ndc hr esker Ital bis Inst is a cntnmlc fiber manufnctnr•:d by 1 iWo up to I In,li +side MAY hr suoled hit file relle"'cd firr-irs"'live I11�Thr'tloining matefial�hhall not he rspowd to snitiug such nttnp by iluefting the material Into the $('lots t(' the specllh•d www air We removal nn the b1p iier of patkiug structures. depth lM.+ed nn Ihr required Iim m�islivo rnllnN• 'tea errtolrrd Idenllllcnliom Cuntninrrs shall hear n label containing lhr n depth of the Crrthlxnk+f-I'S her the variom type lolnts as shown fu Fltrusr No I tiff a+follows: Dimension"C"(Inehas) of If,product and file tmatnfartlttrr',name and address, )►ire-BralsMve Rating I t' 111. Evidence Suhmllleda $gmull seals fire telt! cnnducter Oar-Haut xceurdnnce with URC. stundard No. 49.1 and de+crll+livr 1 'l rr•llour attire aro suhmilted. Tfu•e•)(mtr Fitldingtl utvl oar All T.Jointo sealed shall md;t a n Ir n ow ng to Illirerrtents: IV. Finding+:)'hat IIIc metrrlat he reragnhr,l as a hint realm, hlashnum width of the Iolnt 1, 1 inch peccant concrete sloth and wall+with Rte r"Ill wi0olve ratings andel Thicituess of concrete wail or %lab shrill bo u+ N I forth In 19191hahmm lhlldlnR Code,suhlrcl to the follawMe rondltlanc Table! Nos. 4J•ll and 49d:, rcepeclprly, fur for required 2. The nateirials air Installed fly e Installation III I ` l trained appy"" fire-n•sistive tilling. Diameter of Fthfnwm shall be ace t least 21 pernt gtrater Ilemcn, x than joint width. this re ort is snbJtcl to re-r+amination in tint vrar. (�1 Depth n(DYmerit.sealant Is Sit-Inch mittlmwn. P d 4 4 •.\`. ry 4 i cel •� +1 4 t V" rti•yy''2r. `Yy \ 1I11rrafMAt �'L``tt• /\' 't.rt ^,. '•.....•iN, ,f ,+ •1 � \— ��ItAiaJfIL. nN�<•ti--���nUTT ItlltlT � •� +nrfwti't 04 �G 91 a • � �^; _ *•yt,-�taa:��turenP �oltiL— n r �n r 1111 w•• FIGURE NO.1 /C!A nNarrb rep•('n nn hrurd solrh ro prn+ide lnlormation to Class.4 mrmArrt oJrhe oryrnnl:a"nn urllhinp rhe rade ups"whish the repot Iherd•(frrM r h rein it are sew ro be c oafr.urd as repretrnrlag artthf"rs est any other nuriAutu atN xprrl/)rallr nddresad nor est an rndnnernral •erataatrndauenlur ,,,4thr subfect report. he -- "is rep,res It hued upon I ndpendenr rests or other it rhalrol data submitted by the appliraat.1'hr IfAt/nrhniral stall hat rn•Irw rd Me fret rr oadroondtrt dam,but Are nor flown.is festludlint Ifo ata ke as 1Mlrp relent Ii rorlrn iI. .f 411Des ign 8.116 SW Mohawk Tualatin, OR 97062 l;u) 692•-1631 23 August 1985 t 70 All, PARTIES CONCERNED: HE: ANDRE'S AUTOBODY SHOP ADDITION AND NEW BUILDING At tilt-, contrac'1.01 's7 request, the following proposed changes to the drawings have been reev'swed by the designer and the project engineer and are approved 1 , Use 7"x7"x3/8" steel tu')e columns at the front of the new r,uilding in lieu of 10"x10 ' concrete columnsSet tbthears steelway• columns on 3'-0"sq•x12" concrete footing w/ - each Use the some column-to-footing connection as shown on drawing q/r Tht column-to-60 header connection shall be via 3/8" steel arirl i 4.1as%4N.^shown� �eoN�; 11� II --�--- h K g 'c'fe � r cot-NOTE: If 6x8 header used is continuous, provide une bolt only and reduce the length of the -addle to 7W. In line with this change, adjust the dimensions of i:he contru.l 1111-up panel to 0'-3" overall. Finish floor elevation of the new building shall be 99,00' in lieu of el. 10.1.00' shown oti the drawings. Consequently, adilisi the finish-floor-to-footing dimension (drawing 1/6) from -U" to 3'-011, All other dimensions to remain unchanged. a, Utiete one floor drain in each shop area (total of two) and tile owns► un pin iremainder wfloor rby ompliancwithtileseweragency's requirements,ents, exposed aggregate' finish ons he concreted the rpanels at i Itt 1'r(monly. t of the new building ;hall hair+ smooth trowel finish. I h110osiri. /Andver'r, Autobody Shop Page 2 . Th:. uc ,, L at r h basins shall be located at 12 -0" east of the r,� ;: I utlrf�11g line _Lnd centered on tl,e o.h. door openings. The 11 ', n,t•nt :- lt;t I1 slope away from the new bui ld:itlg as required for t1i'rr111;ateti tirCe inago of the site. (Min. Top C.D. Elev. 98.75' . ) r'.. omit sinirl Jayer Shown under the floor slab. Install moisture ,trnl ground cover under the floor slab as directed by the �.ttl ling official . 'i . Purabolts may be used in lieu of the an..hur bolts specified I'nr the ledger-to-wall connection provided cn.lculation5 that t i ,qr I, :>ui�rpty;t yiute the egpivalent performance apT, submittpojjby the ,I cnntractor for review and approval by the project engineer. :i, Zip :,i vips' may be used in lieu of the 'saw • :ut' constructlon inint :.hoc;n on drawing A/3. u. N;t I-on roof fln,hing regiet may be used in lieu of cast-in flar.h,nf: ,;trip shown on drawings 1/6 and 2/6, install reglets t int,tum b" above the line of the roof and seal the top joint I ;n %%iih hvHvy-duty commercial grade caulking. Also, install r .,l cricket of min. 1/2" in height (2'-0" wide) tapered to to. l:::tend the 42" high wall shown on drawing 1/6 to ceiling ar:ri ­n d l i llv 'L' �-:hnprd reinforcing plates. 1 . ohs , i!ieot ion shown on drawing A/5 mny be ropinced w1t:h the i­ll,.w•+ty provided the 4xli P.T. nailer is fastened to the 11 1 ,n: -0 .•„•i(,rvte pnncl w/ two parabolta (one at the top and ')1i, .1; 1111. oot i om of the nailer) w/ min. 4" penetration into CAerr-11,4 VA"x,f.I�,NA�N/r��=�'' ,�►: 51� E w/ 3"q" lsnL-T 6:-W 1 wil 1''. I,, :it 1 he ,owr-r and tho storm dra:u conn"tion 101-01' east I ii l III-FnNt corner of the new building and instnll the Inn vittilit, m.h. het ween thr, new bulIding and the property J1nr. It, ir,iwiitr,:+ Nhow it under thA f1or of the now htuiIdIng. ) 4AJ %I ich I 1„%-in ANDRr'S Ali'O D^DY SHOP, LTD. i_:'.; 3. M 72nd �- Tigard, Oiegon 97224 1 Lh r�P / :lollc U T•`� I 4fM.I 4-1 �hMl, GpLUMW I E \ I J Wc�oi, �TUtJ9 :r� e.I-oo<\A-11 �>'� I Z .(► I leg 16 (MCI'. F.A. I �-TacAc*� ASF A&uv6(' Jr.) � nN u���T 'Tyrt-L !u 50114 I ) ,. I x 11 r. l . BUILDING PERMIT APPLICATION TIGARD DAT r/ �3 �U s- THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREItT DILA E ) BUILDER PHONE OR AS SHOWN AID APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE 4` LOT NO. _ JOB ADORESS I Sr 7LA� A)I ARCHITECT / - ENGINEER BUILDER ADDRESS DESIGNER STRUCTURE NE%V CI REMODEL CAOOITION C ❑ REPAIR ❑ RENEWAL ❑ FI E DAMAGE ❑ OEMOLITI ❑ RESIDENCE b COMA ❑ EDUCATIONAL ❑ GOVT ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE G STORAGE ❑ SLAB FEN O.:GiiPANCY NO USE ZONE BLOG.T^YPE FIREZONFR�"' PLANC►'�CKBY HEAT -- A V ' SEWER PERMIT M OCC.LOAD FLOOR LVAD 44h -- HEIGHT,-grIt NO.STORIES ARE,-:Z ,NO.BEDROOMS i" VA.LUe-1--- BUILDING DEPARTMENT SETBACKS FRONT(j„Q �-� !_EFT SIDE--._..-'..-- (DHT SIDE Powell �� "�� THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE.ZOtI!!• REGULATIONS AND A'_L APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED TY.AT T1 it'lan Check WORK WILL BE DONE: IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPUAIIE J WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIT Subtotal v RESTRICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINE! r UCENSE.SEPARATE F ERMITS REQUIRED FOR SEWER,PLUFARING AND HEATING. ;Slate Tax �, Total SDC POGO APPLICANT OR AGENT By Appro Rec:alpt No. An DRESS PHONE Soc - POC - — �7 (� L - �U SEWER CONNECTTON $ _ ILy--'' ---- SEWEF INSPECTION $ SEWER SURCHARGE S3 -2 Z , v Z 7 Pic �1 /- BUILQLNG RUCE1P1 �p DATE: NAME: ACCT, N DESCRIPTION AMOUNT 10-432 Building Permit Fees - 10-431-600 Plumbing Permit Fees 10-431-601 Mechanical Permit Fees 10-230-501 State Building Tax s ----� 10--433 Plans Check Fee s --- 30-443 Sewer Connection (20X) s 30-202 Sewer Connection (80X) s _ 30-444 Sewer Inspection f 51-448 Street System Dew. Charge (SDC) 52-449-610 Parks I System Dew. Charge (PDC) $ 52-449-620 Parks II System Dew. Charge (PDC) $ _ 31-450 Storm Drainage System Dew. Chrg (SSDC) $ 10-230--505 TRFD (95X) _ -- 10--478 TRFD (5%) $ -- 10-230-506 Washington County Fire 01 (95X) f 10-478 Washington County Fire N1 (5%) $ 10-720 Amart/Wedgewood s 7 _-s , . TOTAL �.0--� i i (bo/1214P) BUILDING PERMIT APPLICATION TIGARD DATE- THE ATE .THE UNDERSIGNED HEREEY'APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER�NE OR AS SHOWN AND APi'ROVED IN THE ACCC MPANYING PLANS AND SPECIFICATIONS. OWNER PHONE LOT NO. ------- -- 1�. 4 SN 72t,c4 AVp. OWNER JOB ADDRESS_ 7A _ _ --- -__--- - ARCHITECT ,I,rwin Rngt ry, tdr?il Pnt ot•ttutr ENGINEER BUILDER "' ADDRESS '- DESIGNER _ --------- --- --- -- STRUCTURE ❑ NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR f l RENEWAL L] FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE D COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO I I CARPORT ❑ GARAGE ❑ STORAGE ❑ BLASE] FENCE OCCUPANCY _—_LAND USE ZONE BLDG.TYPE FIRE ZONE PLAN CHECK BY _ HEAT at1d addition of 7C;.5 ft.. x 00 ft . t u !ixLbt. iriy t.l A] t oer plat, <iwi ri-pdr, rr_quLr-rrwr101— SEWER PERMIT# — OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES l•` AREA °n7r, NO.BEDROOMS "' VALUE!1=.`'00 BUILDING DEPARTMENT^ SETBACKS FRONT REAR _ LEFT SIDE RIGHT SIDE Permit _ THIS PERMIT IS ISSUED SUBJECT TO THE REGULA'IONS CONTAINED IN THE BUILDING CODE, ZONING P tld REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES. AND IT IS HEREBY AGREED THAT THE Plan Check __ WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax • SDC-- Total ',15. 3/ -- -- - - — PDC# APPLICANT OR AOENT� By _ - Receipt No. ADORTS— — PHONE Approved 7 id- 7j 4j f DA i L INSP. TYPE INSPECTION REMARKS PLUMBINg,-;p DATE 4 C01IT'act �Z7ffPermitN 1 N -j Perm "Ou' -'x lJough. ;? - Fixture F ina_l HCATING Conirrictor je P 'm"No, e,ryiit- a'o, -cgz�- T jloelopol 2p Gas or Oil M- 221� F,nugt-n F,nal SEWER Tu B — � __ — —,i — y Final URIVEWAY . F 81 StormF Drainage main Dram) F,,ial d SLJ Sirl.Lk Curb&Street Final approach IF1 AT C —ELI ---6L5�FDEPT A Final CC PN .7 Y+F' c-I-Fm I%O.ATEOCCU A Lands,,ap.,q Zanmq Final / 7-as F�/� �„ �� � � � �ShF cvaaclo� A s ,�P - ��a �¢. Pa-EE�. EASEMENT On this day of -dot ;- 1985► and in consideration of the sum of $10. 00, Wenjim Properties, Grantor, conveys to Andre' Nadeau and Linda Nadeau, husband and wife, their heirs, successors and assigns, Grantees, a perpetual non- exclusive easement to use a strip of land beginning at a point on the southerly boundary of Grantor's prcperty , as hereafter described, 95 ' east of the southwest corner of said property, and extending east from that point about 5 ' along said property line (subject to the condition in Paragraph 2 below) , thence north from said property line to a the existing sanitary and storm sewer line a distance of approximately 10' , thence west 5 ' ( subject to the condition in Paragraph 2 below ) , thence south approximately 10' to the point of origin. The terms of this easement are as follows: 1. Grantees, their agents, independent contractors and as:.igns , shall use the easement strip for purposes of connecting Grantees' property to the City Sanitary Sewer and the existing storm drain located on Grantor 's property and for all uses connected therewith from this date forward. 2. During the period of time reasonably required for construction under Paragraph 1 , the permanent storm and PAGE 1 - EASEHL'NT sewer easement herein granted shall include a temporary construction easement of an additional 5 ' on one side or the other of said easement. 3. After construction is completed, Grantees agree to restore the entire area herein granted to its original condition, including landscaping , at their own expense. 4. Grantees agree to indemnify and defend Grantor from any loss, claim or liability to Grantor arising in any manner out of Grantees ' use of the -,asement herein granted . 5 . This easement is appurtenant to the real property owned by Grantor and described as Lot 1, (Southern Pacific ) Tigard Industrial Park , in the City of 'Tiyard, Washington County , Oregon, known as Tax Lot 2S1 12DC 300, and commonly known as 15605 S.W. 72nd, 'Tigard, Oregon. 6. This easement shall be perpetual ; however, in the event that it is not used by Grantees for a period of three years, or if otherwise abandoned by Grantees, the easement shall automatically expire and Grantees shall, upon request, execute a recordable document evidencing such expiration. 7. Grantees agree to maintain said easement for its duration at their own expense. 8 . This easement is granted subject to all prior easements or encumbrances of record. 9 . Following is a description of Grantees ' property to which this easement is appurtenant : PAGE 2 - EASEME14T The South 80. 0 feet of Lot 41, FANNO CREEK ACRE TRACTS, in the City of Tigard, Washington County , Oregon. IN WITNLSS W11LREUF , the parties have caused this instru►nent to be executed the day and year first written above . WEND PRO/PL'R/TILS, Gra for en ell Lile ANDRE ' NADEAU , Grantee Title • Partnern 11,77 By. a es sen LINDA NADEAU , Grantee Title Partner STA N--�--- --- ) ss. County of Washington) The foregoing i.nstrurnent was acknowledged before nie this 9th day of July , 1985, by Wendell B. Lile Partner of: Wenjim Properties. 17 tart' Puh`lic for Oregon h1y commi ss ion expires: 5/29/87_ STATE OF ORL'GON ) ) ss. County of Washington) They foregoing, ' nstr�unent was acknowledged before me this ,le _ day of , 19155, by Andre ' Nadeau and Linda Nadeau. Notary Public for Oregon My Commissiun expires : STATE OF OREGON ) ) 55. County of Washington ) The fore Roing instrument was acknowledged before me this , ' day of _1985, by James B. Larsen, Partner of Wenjim Properties. Notary Public for Oregon PAGE 3 - EASEMENT My commission expires: �' � OI � CIIOU KIM ,, P 0 BOX 121 • TUALATIN, CREGON 97062 0 PHONE 682.2601 AN DRES AUTO BODY SHOP June 25, 1985 8383 SW Ladd Hill Rd Sherwood, Oregon 97140 13753— 4 Sherwood, Insp. Type RAF 352D —049-400 Dear Andre Nadeau, This is a Fire and Life Safety clan Review and is based on the 1982 editions of the State of Oregon Structural Spe— cialty Code and Fire and Life Safety Code (UBC ), the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (UMC ), Uniform Fire Code (UFC ), and other local ordinances and regulations Exterior stair-jays shall not project into yards syhere protection of openings is required. UBC 33O6(n) Interior second floor second exit shall not pass through more than one room before passing outside into a corridor or horizontal exit way. Approval of submitted plans is not an approval of o-fissions or oversights by this office ar of non—conplianc! -:ith any applicable regulations of local government. If yogi desire a conference regarding this plan revia%; or if you have questions, please feel free to r_orltact me at (303) 692-2601 . Sincerely, Gene Birchill Fire Prevention Bureau I r1F 260 OCCUPANCY FILE LIST JUN 25, 1955 15: 25: 38 TUALATIN R F. P. D. Page 1 KEY SCREE=N 1. Name ANDRES AUTO BODY SHOP Zone--Cpcc #: 352D 5. Special Sortl. : 3. Andress 1.5785 SW 72 AV TI 6. Special Sort2: 4. Category 7. Special Sort3: BASIC SCRI_1-N 1. Occ Phone ( 503) 639-8182 16. Census Tract: 307 2. Manager Andre Nadeau 17. Code Edition 1979 3. Phone ( 503) 625-5692 18. Bldg Va1ue IF),? 000 4. Mail -- Apt#: 19. Content Val $ 100, 0G*) 5. Address 15785 SW 72nd Ave 20. Other Val !;e $0 6. Cty, St, Zp Tigard, Oregon 97223 21. 901 Or_c Use 573 Motor ,r, 7. Bldg Owner Andre Nadeau ^2. UHC Occi/f+- 44 H-4/ 0 8. Phone (50"1) 625-5692 23. Fire Alrrn Ski: LOC Local 9. Suite-Apt: 24. Alarm Syst #: NONE 1.0. Address : 28383 SW Ladd H: 11 Rd 25. Prop in Use Y 11. Ctu, St, Zp Sherwood, Oregon 97140 26 Date Built 8 -07/17/60 12. Emrg Contct: 27. Date Remodel. : 13. Emerg Phone 14 Iris Tuve/Mo: INF / 11 15. ISO Class 3 FIRE= PROTECTION SCREEN 1. Alarm Shutoff Location I-E 2. Power Shutoff L.ocati(Irl I-N 3. Water Shutoff Location O-E 4. Natural Gas Shutoff Location: O-•S 5. FDC Location NONE 6. _ipri.nkler Control Local;inn NONE 7 Stand Pipe Location 8. Attic Access Location NONE" 9. Special Hazard Type Code 10. Special Hazard Type NONE 11 'special Hazard Location NONE 12 Water Source Location HYDRANT 1.3. Stairway, /Vert Shaft; Prot Y/N: No stairs not enc i # vert shaft - 0 'CONSTRUCT ION SCREEN 1 Const Type 51 V--ihr 16. N Prop Line / 2 Grnfi Area 3, 979 17. Wall Prot 3 Basmt; Area 0 18, S Prop Line / 4. Total. Area 21 800 19 Wall Prot 5. # Stl)r i es 1 20. E Prop Line / 6. Height-ft 15 21 Wall Prot 7. Inter Colmn: 10 LT WD FR 22 W r'rop Line / 8 Roof Const 11 WD TRUSS 23 Wall Prot 9 Roof Cover 04 ORI? UNKNO 24 Area Wal : 10 Roof Area 0 29 Area Wal : 11 UBC Occ2/ft / 26 Ar, ea Wal 1�-, UBC Occ3/ft: / ; 7 flan L_oc : 58. 1 >L 4 13. UBC Occ-4/ft: / �?B Misc 14. Auto SP Use. 15. Auto FA Use: HUIMIMI o IUfl � fll ID P.OBOX 127 • TUALATIN. OREGON 97062 • PHONE 687.2601 . ANIDRES AUTO BODY SHOP (BLDG #2 June 21, 1985 28383 S. W. Ladd Hill Rd. 13901- 1 Sherwood, Oregon 97140 Insp. Type RAF 352D -113-000 near Andre Nadeau, This is a Fir- and Life Safety Plan Review and is based on the 1982 editions of the State of Oregon Structural Spe- cialty Code and Fire and Life Safety Code (UBC ) , the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (UMC ) , Uniform Fire Code (UFC ) , and other lo.:al ordinances and regulations. [)U U 1"0 separating offices from shops and being used as a second exit shall be either automatic Or self-closing ssemblies 1u� th not less than 3/4 hour fiT•e resistive rating. Provide ventilation in all Group H buildings used for the repair or handling of automobiles operating under power Jentilation shall, be capable of exhausting a ,^ini,lun of 1 C1711 per square feat. Additionally, each engine repair ;till shell be equipped with an exhaust pipe extension duct, extending to the outside Of the building, �� Bch, if over 10 Leet in length, shall mechanically exhaust 300 cubic feet per minute. UBC 905 ,roup H occupancies containing dOUrS which are a prt of autonatlan autom>>bile ramp enclosure shall be equipped closing devices. UBC 906 h:Ot less than one ( 1 ) approved + ire extinguisher with rating of not less than 2-A 10-8 C shall be provided for ci�ach 1 . JJ'J square feet of floor area or fraction thereof The ravel distance to ar ? ► tingui5her from any pOrticn of the building =hall ,Ot e„_ ePd 75 -r eet UFC Standard 10-- 1 ApprO•;al of sutritted plans is not an apprr,•. al Gf Onissions Or oversights by this office cr of non--compliance -.;ith any 3ppli .• ;: le TegulatioT,s of ; Oral goverment IF you d--;ire a conferenre r�rgarding this plan revle-.: or 1 + P 'e feel free to corntac *, nye at ( 50.3) yo.-� h.3ve questions, ;, 1 , a ,yP2- 601 Slncerely � / L� �ae�eritrchil i i OCCUPANCY FILE LIST JUN 25, 1985 15: 26: 28 MF260 Page 1 TUALATIN R F. P. D. KEY SuREEN Name ANDRES AUTO BODY SHOP (BLDG 02) 5 Special Sortl : Lune -Occ #: 352D —118--000 AV TI 6. Special Sort2: Address 15787 SW 72 7. Special Sort3: 4 Category BASIC SCREEN 16. Census Tract: 307 1. Occ Phone 17 Code Edition: 1985 1 33, OOU 2. Manager 18. Bldg Value 00 3. Phone 19. Content Val $0 4. Mail — Apt#: 20. Other Value 5. Address 21. 901 Occ Use 573 Motor ve 1 6. Cty, St, Zp : 22. UBC Occi/ft 44 H-4/ 7110 7 Bldg Owner Andre Nadeau 23. Fire Alrm Sy: 8. Phone : (503) 625--5692 24. Alarm Syst #: e. Suite—Apt: 25. Prop in Use N 10. Address : 26383 S. W. Ladd Hill Rd. 26 Date Built 8 —07/01/85 11 . Cty, St, Zp : Sherwood, Oregon 9'7140 27 Date Remodel : 12 Emrg Contct 13 Emerg Phone: 14 Ins Type/Mo: INF / 12 15 ISO Class 3 FIRE PROTECTION SCREEN 1 -N1arm Shutoff Location G. Power Shutoff Location 3. Water Shut-off Location 4 Natural Gas Shutoff Location: 5. FDC Location 6 Sprinkler Control Location 7 Stand Pipe Location 8, Attic Access Lecatinn 9, Special Hazard Type Code 10. Special Hazard Type 11 , Special Hazard Location 12.. Water i0 Location /VertShaft;Prot Y/N ] 3 ,stairway CONSTRUCTION SCREEN 1 Const Type 51 V— 16 N Prop Line 1 / 10 PROPERTY LINE 7h 110 17 Wall Prot 12 1 HOUR WALL NO OPENINGIG PEH 2 Grnd Area 10 F prop Line 1 /10 PROPERTY LINE 3 Basmt Area 0 4 Total Area 7, 692 i`7 Wall Prot 12 1 HOUR WALL NO OPENIN(,S PEP 1 E Prop Linn 47 / 5 # Stories PROTECT Wall Prot 00 NO WF�LL ION 6 Height—ft i9 W Prop Line 1 /10 PROPERTY LINE 7 Inter Colmn c' PRO MTL "3 wail Prnt 12 I. HOUR WALL NO OPENINGS PI_P 8 Roof Const 12 PLY TRUS G+� At r � �lal : NONE 9 Roof Craver 10 FR 7, 110 BLT 11011P c,:� a, ea Wal : :U. Roof Area Area Wal : 11 UBC Occ2/ft 11 Flan Loi ; 58. 1 12. UBC Occ3/ft 13 TIBC Occ4/ft . ;0 l.lnt i-► 14. Auto SP Use , jwJW nit ied Co Py sewerage Non - Residential agency 150 North First ,Avenue Questionnaire Hillsboro, Oregon 97123 //`/� �� 503 648-8b21 4 1. Oficial Name and Address of Non-ResidEntial Applicant. 2. Standard industrial � ������jj:L dDK H.a Classification Number (SIC 4o.) 3. Location of Business (if diffzrent than above). 4. Approximate Number of Employees: s A/711 Full Time — Part Time S. Contact a��d Alternahte�eName, Title, Rhone Number). ` 6. Prirripal Business Activity (Examples: restaurant, circuit board manufacturing plant, fro.en fond ;)rocessing, etc.) Please be Specific: '; /:Y����-ra R " pA/Q' IR Non-manufacturing ❑ Manufacturing Type of wastewater discharged? ❑ Ianitary or Domestic ❑ Comoination ❑ Other (Please E),plain)A*Z_1?R_D- i-e S A*pC Industrial g Floor drains from washdown area 8 Quantity of wastewater discharged in gallons per day? (An estimate may be obtained from your monthly water bill.) ❑ Less than 10,000 r] 10,000 to 25,000 ❑ 25,000 to 100,000 ❑ More than 1.00,000 r ?. Characteristics of wastewater discha^ged (if other than sanitary or domestic) ? ❑ Acie 0 Toxic Organics ❑ Other (Please Describe) — ❑ Alkaline ❑ Color Dyes Metallic ❑ 0+1 and Grease (Petroleum) 10 Does wastewater pass t4rough a device to separate sand and/or grease or oil? ❑ yes [FT,No • Sanitary or domestic wastes are those that are derived from an ordinary living process and free from a special treltment requirement before being discharged into a public sewer. CERTIFICATION: r certify that the information supplied above is true and correct to the best of my knuwiedge Title _ Date Signature Do Not. Write in This Space - ,Agency Use Only Date Received: ____ User Name. — Basin: . Application Issued Date: By: Permit No. �r Permit Issued Date: —_ ------ By: — SIC No. 82-434 CITY of TIGA RD No. 5278 12755 S W. ASH P O.$OX 23397 Date _ TIGARD, OR 97223 a e — dress Lot _ Block/Map Subdivision/Address Permit M's Bldg. Pl-imb Cash Check Sewer Other Other Rec. By Acct. No. Description Amount i 10.432 Building Permit Fees 10.431-600 Plumbing Permit Fees_ 10.431.601 Mechanical Permit Fees 10.230.501 State Bldg. Tax 10.433 Plans Check Fee 2, 10.435 Other Licenses & Permits 30.443 Sewer Connection _ 30.444 Sewer Inspection 24.448 Street Syst. Dev. Charge 25.449.610 Parks I Syst. Dev. Charge 25.449.620 Parks II Syst. Dev. Charge 31.450 Storm Drainage Syst. Dev. Charge_ 10.4:10 Business Tax 10-434 Alarm Permit 10.227 Bail 10.455- Fin-4. TrafftclMisd/Park ing 10.9''•1- _ CPTA Traffic/Misd/Vic. Asst. 1T 456 Indigent Defense 30.446.401 Sewer Service/USA 30.446.402 Sewer Service/City 31.447 Storm Drainage ' 40.475 Bancroft Prin. Pymt. 40.471 Bancroft Int. Pyrnt, 10.451 Other Charges for.Services -T A" ( _ S /o _ �1 TOTAL W n&DT c r / BUILDING RECEIPT NAME: DATE: ACCT. N DESCRIPTION Af' UNT 10-432 Building Permit Fees $ 10-431-600 Plumbing Permit Fees $ 10-431-601 Mechanical Permit Fees $ 10-230-501 State Building Tan $ _ 2 �' 10-433 Plans Check Fee s —3.-Qc�2•n7 30-443 Sewer Connection (20X) $ 30-202 Sewer Connection 180%) _ 30-444 Sewer Inspection s 51-448 Ptreet Syitem Dev. Chargo (SDC) _ 52-449-610 Parks I System Dev. Charge (PDC) $ 52-449--620 Parks II System Dev. Charge (PDC) $ 31-450 Storm Drainage System 0ay. Ch n3 (SSDC) $ 10-230-505 TRFD (95X) $ .,_ 10-478 TRF!) (5X) $ 10-130-506 Washington County Fire 01 (95X) _ 10-478 Washington County Fire 01 (5X) $ 10-220 Amart/Wedgewood f TOTAL : _�s^�• � ��^ 131c�Y <07Z _/_-CS/CAj Ars,/1141= -)Z.C,)MAJ/z_ 6 701577, 6D ��J OLC " _Sit) - pe.7- OP r_-ecxy es /,��Vznpu l C4_ iiyrr rr .171C)^-) R(:)Otc-- e_/^,I r PR6r, AN 0403 MOW C! LC. 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S/'�Z i CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 4-85 VARIANCE V 10-85 APPLICATION: Request by Andre and Linda Nadeau for Site Development Review approval for a 1200 square foot building addition and new 7,200 square foot building. A Variance is also requested to allow a 20 foot wide driveway where 24 feet is required and to allow less than 15% landscaping on the property zoned I-L (Light Industrial) and located at 15785 SW 72nd Avenue (WCTM 2S1 120C, T.L. 400) DECISION: Notice is hereby given that the Planning Director for the City of Tigard has APPROVED the above described applications subject to certain conditions. The `�rJings and conclusions on which the Director based his decision are as noteJ below. A. FINDING OF FACT 1 . Background The original development of the property was approved in February, 1980. 2. Vicinity Information The surrounding properties are zoned I--L. The properties to the south, west, and east side of 72nd Avenue are undeveloped. rhe street frontage has been improved through the 72nd Avenue LID except for a sidewalk. 3 . Site Information and Proposal Description The property is presently developed with a 2,816 square foot building, a paved parking area in front and a gravel storage area y U for automobiles in the area. The existing building has 20 foot side yard setbacks to the north and south• The applicant proposes to construct a 1200 square foot addition on the north9r-n side of the existing building. A 7,100 shop building is proposed for the western end of the property. This structure will be built up to the property line on three sides . Two variances are also requested with this application. First, the City standard for two-way driveways is 2.4 feet and the applicant is proposing a 20 foot drive. Second, the I-P zone requires that 15% of a project must be utilized for landscaping and the proposed site plan indicates landscaped area on the property will be reduced from 9% to 6%. NOTICE OF DECISION - SDR 4-85 b V 10--85 PAGE t f / 4 . Agency and NPO Comments The Engineering Division indicates that a sidewalk should be provided along the 72nd Avenue frontage according to City requirements . The Building, Inspection Office indicates that due to the size, setbacks, and occupancy of the new building, Building Code Requirements will be rather extensive. Also, some accommodation must be made for storm water drainage from the site. NPO 0f5 indicates that the landscaping variance could set an undesirable precedent of minimal landscaping in industrial area. No objection was expressed for the remainder of the proposal as long as the access arrangement is acceptabie to the Tualatin Rural Fire Protection District. B. ANALYSIS AND CONCLUSION The proposal i.s consistent with the requirements of the Community Development Cede related to the intended use, building height, setbacks, and parking. The two major issues associated with the case are the variance requests. Section 18. 134.050 of the Code contains the following criteria that must be met in order to grant a variance: 1 . The proposed variance will not be materially detrimental to the purposes of this Code, be in conflict with the policies of the Comprehensive Plan, to any other applicable policies and standards; and to other properties in the same zoning district or vicinity; 2. There are special circumstances that exist which are peculiar to the lot size or shape, topography or other circumstances over which the applicant has no control, and which are not applicable to other properties in the same zoning district; 3 . The use proposed will be the same as permitted under this Code and City standards will be maintained to the greatest extent that is seasonable possible, while permitting some economic use of the land; 4 . Existing physical and natural systems, such as but not limited traffic, drainage, dramatic land forms or parks will not be adversely affected any more than would occur if the development were located as specified in the Code; and 5. The hardship is not self-imposed and the variance • iquested is the minimum variance which would alleviate the hardship. The variance request to permit a 20 foot wide, two-way driveway is consistent with the above criteria for the following reasons: 1 . The purpose of the minimum driveway width standard is primarily to provide adequate access for emergency vehicles . The fire district standards call for a 20 foot width. NOTICE OF DECISION - SDR 4-85 6 V 10-85 - PAGE 2 Mi- 2• The 24 foot width applies to parking areas that accommodate up to 100 vehicles. The site plan indicates that only 17 parking spaces will beserved Y drive ar 20foot A enue will acpcom odatepaMostces and of dthe 24 foot wide customer traffic , Also, a portion of the existing building wool have to be removed in order to menet the 24 foot standard. 3 . The use is permitted in ti ^ 7.ine and the request is the minimum necessary to alleviate the hardship. ssu The variance to the landscaping requirement a existing more complex i ny elocation, recognized that the circumstances relating to conf to parking, and the long and narrow lot iguration make it difficult he provide landscaped area that will have a visual benefit ce the existing landscaped area o 6X of the lot applicants' proposal to redu size does not appear to be nimum variance necessary to allow for the economic development of the property . nts in the The Code requires a landscaped area of ldependant uponndustrial thePreference I—L tone. The type of landscaping is primarily t for the installation of street trees and trees of the property owner excep within parking lots at a ratio of one tree per seven spaces. A site obscuring fence will be retained along the north and south property lines for security reasons . The existing building and the new structure in the rear will block any viewing of the internal section of the property. king Because of the present building and parreargiven feasible area the existing Shop to provide additional landscaping is to the As stated earlier, the lar' aping proposeeptgiven d is not accable, however, the following modifications, the variance would 5e consistent with the evaluation criteria noted above: hat a minimum of lOX of the lot area is 1 . Revise the site plan so t landscaped. 2. Provision of two street trees along 72nd Avenue. 3 . Provision of three trees as required for the 22 parking spaces . 4. Provide a minimum of 9 additional trees hat will be aestheticalthe perimeter' of ly project. The trees should be as well as the subject property . beneficial to adjoining parcels Planning staff concludes that the above changes areconsistent ae aesthetically t intent of tFI Ce The ity' s landscaping requirements to provide pleasing environment. Since the proposal will be expected etc. , it is possible the applicable standards for parking, access, construction plans may need to be reduced. NOT ICE OF DECISION - SDR 4--85 6 V 10-95 -- PAGE 3 C. DECISION The Planning Director approves SDR 4-85 and V 10-85 subject to the following conditions: 1 . UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE MET PRIOR TO ISSUANCE OF BUILDING PERMITS. 2. Standard half-street improvements, in this instance being a five foot wide concrete sidewalk shall be installed adjacent to the curb along the SW 72nd Avenue frontage. Said improvements along SW 72nd Avenue shall be built to City standards and confcrm to the alignment of existing adjacent improvements. 3 , Five (5) sets of plan-profile public improvement construction plans and one (1) itemized construction cost estimate, stamped by a Registered Professional Civil Engineer, detailing all proposed public improvements shall be submitted to the Engineering Section for approval. 4. Construction of proposed public improvements shall not roved opublic until after the Engineering Section has issued app improvement plans. The Section will require posting of a 100% he execution Performance Bond and payment of a permit fee. Also, of a street opening permit shall occur prior to, or concurrently with the issuance of approved public improvement plans. SEE T14E E_NCLOSE0 HANDOUT GIVING n2RE SPECIFIC INFORMATION REGARDIN_ G FEE S_CHEDUI_ES, 90NOING, AND _AGREEMENTS, 5. Plans for proper drainage of the site shall be presented along with the building plans for approval by the Building Inspector, 6. A revised site landscaping plan shall be submitted for Planning Director approval which includes the following: a, A minimum of lo% of the lot area shall be landscaped b. Two street traes on 72nd Avenue C. A minimum of 12 additional trees located primarily along the perimeter of the property. d . Approval of the Tualatin Rural Fire Protection District of the revised site plan. 7. This approval is valid if exercised within one year of the final decision date noted below. i D. PROCEDURE posted osted at City 1 . Notice! Notice was published in the newspaper, M Hall and mailed to: XXXX The applicant & owners XXXX Owners of record within the required distance XXXX The affected Neighborhood Planning Organization _XXXX Affected governmental agencies NOTICE OF DECISION -- SDR 4-85 6 V 10-85 PAGE 4 ##1 2. Final Decision: THE DECISION SHALL BE FINAL ON Maw : 1985 UNLESS AN APPEAL. IS FILED. 3. Appeal Any party to the decision may appeal this decision in accordance with Section 18 .32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the CITY RECORDER within t0 days after notice is given and sent. The deadline for filing of an appeal is 3:00 P.M. _ S 4. tions: If you have any questions, please call the City of 9-4-es _ Tigard Plannirg Department, Tigard City Hall, 12755 SW Ash, PO Box 23397, Tigard, Oregon 97223, 639-4171. William A. Monahan, Director of Planning 6 Development DTE APPROVED (KSL:bs/1326P)) PIP s' SIel 1 NOTICE OF DECISION - SDR 4--85 & V 10-85 - PAGE 5 CITY T I G A R D Date 19 SIGN PERMIT APPLICATION OF �1 ,r i ! _ _ No. The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 15785 SW 72nd APPLICANT: Owner__TLessee Authorized Representative NAME/COMPANY 1771_1tn ;ifn4 Tel PROPOSED SIGN: Freestanding _ !Wall W Projecting Other SIGN DIMENSIONS AREA 30 HEIGHT _ WALL AREA PROPERTY FRONTAGE COST 1.800- ZONING DISTRICT ILLUMINATION _ MATERIAL COLOR COPY b k"a DRB EXISTING SIGNS: Freestanding Wall x Projecting Other COMMENT'S: All sign permits must be accompanied by a scale drawing and plot plan. If work authorized under a sign permit has not been completed PLANNING DEPARTMENT within ninety days after the issuance of the permit, the permit shall — ------- become null and v i Permit Fee _ ;. �/x, Approved !•� " l . , t Applicants Sifnature Receipto_-- 1 L) fJ�c' � G�' .Renewal Date _ _ 1:11i rM{ Telephone I 4 CITY TIGARD :;- �- , 19s�LL No. Date �� -712' SIGN PERMIT APPLICATION OF - The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: ' APPLICANT: Owner_ Lessee Authorized Representative NAMEiCOMPANY _ �_ '�-, _� T� - - - • -•,�s - - - - - - - - - - - -- - - - - - - - - - •- PROPOSED SIGN: Freestanding k' Wall Projecting Other SIGN DIMENSIONS AREA 30 HEIGHT /_3 WALL AREA f PROPERTY FRONTAGE COST Z ZONING DISTRICT ZL--ILLUMINATION MATERIAL — 1 c2,_� COLOR, J _ - - _ n�r��i- _ -; DRB COPY �. EXISTING SIGNS: Freestanding Wall ._- Projecting Other COMMENTS: i All sign permits must be accompanied by a scale drawing and plot plan. If work authorized under a sign permit has not been completed i within ninety days after the issuance of the permit, the permit shall i PLANNING DEPARTMENT become null and void. Permit Fee Approved nt's Signature Receipt No. � 1_? Renewal Date __ Address Telephone w �5? V55. -7 APPROVED FOR, CONS-fRUC-i ION CITY #„TtG/�RD • � PERMIT NO. 07/ SITE ADDRES;- M3Y_ r�/t.. TITLE_ w � • i FREE ESTIMATES w M� i i TF ► GCU62 t' I ( i I ' �x �xy GOhLPr_tv- 'f i I I g !� u I i n n � Y 1 COPY TO: APPLICATION - STREET IMPROVEMENT/EXCAVATION I_.1 (WHITE)-FILE ORDINANCE NO. 74-14 ❑ Y - Trrl7 , C] IvELLLLoW) - E1Pl'v (INSTRUCTIONS ON SEPARATE SHEET) ❑ (PINK) -APPLICANT APPROVED ❑ APPLICATION NO.: NOT APPROVED ❑ Cll'l" OF IIGARU, OREGON FEE AMT.: S PENDING FEE. PMT. ❑ Cl IY HALL, RECEIPT NO.: i3Y DATE__ /_— PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT _ _ _ _ _ _ _ ., _ _ _ _ _ _ PENDING AGENCY "OK" ❑ :application and Progress Rccord MAINTENANCE BOND � FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED 0 PENDING INFORMATION ❑ ANNUAL u PENDING VARIANCE ❑ _-�__- EXPIRATIONDATE: --_— 1 PERMIT NO. - DATE. ISSUED' — - - -- --------- . E3Y __._ --_--- --- (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL. ---- AS DESCRIBED HEREIN, IN FULL. ACCORDANCE WITH CITY REQUIREME.I!TS. APPLICANT _-_-- -- -- PHONE .-_ .-__.___.- - -- _----.--ADOIiESS CITY NAME: C_vNTRACTOR --_ _.-_-.._.___-. ADDREJ9 C1TVPHONE NAME - PLANS BY NAME F..STIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ DOLLARe �T -. ... .._- FOR nFFICE USE ❑MIN. ('L) EXCAVATION DATA: DATE JL o_oz X s_— ' f ---- ---- — DESCRIPTION PROGRESS tic INSPECTION STATUS STREET '— SURFACE CUT CUT CUT MATERIAL INSTALLEITCM NAh1L -REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM & QUANTI STREET PENED R TION ESTIMATED STREET OPENING DATE:__ ---•---- T ---- ESTIMATED STREET CLOSING DATE. E -- - - - - -' STREET (3) SECURITY NO. SECURITY AMT: sCLOSE - AL FIN SURETY CO.: --� FINAL CERTIFIED CHECK Et -CASH O --mo ❑ (4) PLOT PLAN' INDICATE SITE PERTINENT PHYSICAL r- SPECIAL PROVISIONS /CONDITIONS FEATURES; EXCAVATION LOCATION AND EXTENT. 1 I 1 ruRS 1 i (S) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON, THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF 1'HE WORK, AND TO SAVE HARMLESS THE CITv AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE r _. DATE --- let �.'-' 7v , w E.xl�r Q - -art—� � � ATE( ��.T� ►- iFv� �x 4 r I CJNG �IJ Lv 0 1 GI-Y LX I pAtauh �' 1---..�_�,, I (!• 1..11.1E . EXIhT11.1G+ �Is�_I• � i GUKp, GUT- I i -v S• �.s 34 ---- PROPERTY LINE CONCRETE SIDEWALK CQV\S,�, C+K�� U >Kp FACE OF CURB p '�R `� auk 4r, SLOPE = 0.02003 A;: TOP OF CURB E!.EVATION --- *•"i'; i SCALE: i"• 23r4r'0" CRUSHED ROCK LEVELING COURSE AS SOIL CONDITIONS REQUIRE. NOTE : 8f rIN SLOPE AT CURD ; RISE 1/4" PER FOOT TOWARD PROPERTY LINE. EXPAN510N JOINT MAX. SPACING. — 40 FT. (OR AT - ---»• ALL CHANGES IN SECTION). 7 A) CITY Of TIGARD avrti nr: CONC. BREAKING STRENGTH TOCrA�L13• rI STAN I)ARDS ny, BF 3000 PS.I. AFTER 26 DAYS. STANDARD U-)NC. SIDEWAirf� EILITA n '. Council of American Building officials ib SOUTHERN 1NLOI�10 OFFICIALS AND CODE INTERNATIONAL CONFERENCE BUILDING 6CODE — ADMINIlMORS INTERNATIONAL,INC. OF BUILDING OFFICIALS CONGRESS INTERNATIONAL, ONAL,INC. AT 900 Montclair Road 17926 South Halsted Street 5360 South Workmen MITI Road Birmingham,Alabama 35213 Homewood,Illinois 60430 Whittler,California 90801 1 Report No. NRB-200 NATIONAL RESEARCH BOARD Jule, 198? When.joists are used as simple-span members,the design shear is equal TJI"125,TJI 11!35, I',I I" 35\• 1,11'40 to the end reaction. AND TJI11/45 JOIS•I When joists arc used as multiple-span members and are either TJIr25 T'RUS JOIST CORPORATION joists or 10 inches through 16 inches deep for V1135joist.,or Ill inches 9777 WF:ST'CHINDEN BOULEVARD hrough arc 24 inches deep for Tll!35X,TJIi40and TJ1!45joists.thcdesign POST OFFICE BOX 61) shear is calculated by reducing the theoretical shear at the face of the interior BOISE,IDAHO 83707 ,u port by the lesser of 15 percent or the uniform load within a distance I sohject: 171" 25.TJI" 35.'171"135X,TJ 11/40 and TJI"!45*Joist. • (joist depth)from the face of the support. For other lust depths,the design shear is the calculated theoreticalshear at the face of the support. If Description: A.General:The 171•joist is a joist with wood flantn'•. An additional 4 percent increase in allowable bending resistance is and"chs The T11 25 joist has MICRO=CAM" *laminated veneer lumbci recognized for joists with MICRO = LAM flanges and meeting the requir- flanges 1.75 Inch wide by 1 5 inch deep or machine stress-rated lumber 6 flantres I"11 inches wide ati- nd 1 5 inch deep and webs of"ii-inch plywood or lents for repetitive members.The allowable bending resistance for(epee ' inch PLYSTRAN". The TJI!35 and 171/35X joists have flanges Of five members may be increased percent for joists with MSR lumber '.IICRO=LAM laminated veneer lumber 2.3 inches wide byyy I.5 inch deep flanges. tit mac i - ss-ra a Ivl"ood orlungev hlpLYSTRANe The1.5 inc joist( I2 mchesIn dor lessential fin depth the shear reoor construefion sistance maybe iuncrease 010 perrcnt. have flanges of MICRO = LAM LVL 2.5 inches wide by 1.5 inch deep The top flanges of all 171 joists must he laterally supported al least every and webs of i/1-inch pill wood or'/ie-inch PLYSTRAN,The TJI!45 joist has 24 inches,except that IS inches is required for the T1U25 joist with the flanges of MICRO=LAM laminated veneer lumber 21/1 inches wide by southern pine flanges. The ends of the joist must be restrained h prevent 175 Inches deep and webs of'%: inch plywood or"its PLYSTRAN. rollover.This is normally provided by diaphram sheathing at to the 111e rap and bottom flung(,are placed to create eithe!a constant depth joist top flange and to an end wall or a shear transfer panel ca ahle of transferring i parallel i lir a constantly varying depth joist(single taper). a minimum force Of 50 pounds per font or the required shear fieri(.due to The web hurt joint,arc either square bunt or serrated as required by the wind or seismic conditions. Blocking or crossbracing "ith equivalent sed ,peat/(. manufacturing standard of the Trus Joist Corporation The wcb sir n�hg n�is Y beol�required in T11 floor and nx)fjoist applications. Bracing flange connection is made by inserting the web into a groove in the centeruf i, required during construction in accordance with manufacturer's the face••I the flange members B Fabrication Procedure: The TJI p i,t is produced In a continuous insttrurtion% lir Fire-nslsllve Roof-Celliniq Or F'h►or•CellinR Rating are iabricatton process. The flange and wcb members are fed into a machine E.u Mich assemble+them into the finished product.The web material is precut Assigned to the Following Constructions: 1. A double-wood flour con and glue-spreau on the end,for jointing the web panels are fed into the sisting lit either a subtluur of I inch nonunal sheathing,a layer of asbestus machine"here they are forced together.The end joint and the groove of the paper weighing not less than 14 pound,per 100square feet and a layer of I flange material Is furred over the tdgcs of the panels under pressure In- inch nominal tongue-and-groove finish flouring. or u subtloxr of I•inch feed pres,ure un the pl%voO0l panels maintains continuous pressure on the nominal tongue-and-gnwve sheathing lir ',.� mch interior plywood with glue joints tiunng a,semhly exterior glue• and a laver of I-inch nominal tongue-and groove finish The TJI Joist is cut hl the desired length as it leaves the assembly machine flowrin nr`N-inch interiurtylpe plywood finish flooring or a Jaye of-cl Ito Tyir I and is slacked to a controlled cnc Ironment to allow the adhesive to cure ofradernch-thickc2-foot dbyi1'-toolbar 1/i, 2 fuutl h 4 fothick otal S(p'reFIRLCO'k C , 'aterlels Specifications:Flanges:MICRO-LAM lumixr is man- AURAI'ONE"lay-in acoustical board supported by an approved exposcu ufactured acu+r�mg to the manufacturing standards of fru.Joist Corpora- tion as,peclfred in Report No NRB-126.Machine-stress-rated lumber i,2 t:hannted suspension system attached a the talled l lienee lir of )hcold-rolled Inch dimensional lumber with a minimum "V' of 2.2 x Ifl^psi for the chorine'.+spaced not neer 4 feet on center.Installed over the acoustical M�ard 7JIr25 joist and:u nummum"E"of I R x I(P•psi for the TJIr35 joist.The are I-inch-shirk, 4-pound-per cuhic•fox+l Iminimunl) USI/ 7"HIiRMAFI- MSR lumber h .Isuully graded after ripping to rule,established by nus BER"mineral wtxll Markets, Light fixtures having u maximum Gar of 2 Iect h 4 feet nlay be installed in the ceiling.provided the agprrgutt areas of Joist Corporation manufacturing standards. Moisture content, shall be fixtures do not exceed 12 square feet for lilt)square feet of ceiling and the between 7 and i6 percent I.nd pant,shall meet end joint lumber standards. fixtures art gpotected :u follows: A 214-inch b} 49-inch piece of USG weM: Nch material is tither ply"uo d u+mph ng with PS 1.74 or 1'HI:RMAFIBER light fixuirt pnarcUun is Iaid along the Itmgg din/cnsitin% PLYS IRA's o1 carluus this knes,ts as noted to the dcsenplion for the each�ldc of the fixture and against atljaccnl,us{cnsoln nlemhen.a !7' ,pacific Ill jure product fhc PI 1'S'TRAN panel,art manufactured by the inch by 48 inch piece is laid liver each side td the fixture anti o a' inch h{s Potlatch I ji 10,1 pro 24 in piece at each end and tied it,hip picl't•,al cnrller,tit the I I V are'A A Adhesive: AJhe,i.c, shall be to, the t%lv, ,fwclited in the Trus Joist No, jr+!,W(;,trel wit In addition,ceiling openings jar air dlfluser',up hl Corptrallon manufacturing standards and meet the reyuircments described a nlaxillnilll sve of I2 inches in diameter art allo"td.provided Lire olgs In ASTM 1)2554 are prolctted with fire dampen anti the aggregate ateas(Ili not exceed I I3 O I)esljgn: 1 he allu"able thslgn.:clue,are as owlucd in'table No I. ,quart Inches per I(N)square Icer of ceiling the distance from the bottom The rcymrenicnts tilt "ch s'olicnels ;md nnnununt hturing Itngths are of Ihe truss h+the soffit of the t cilulg,hull be lir hast Ill inches shown m f igatc tit, I I h pull. mal contain Molts as set looth in the A single laser floor of inch tongue and-gltuNt' Plv o td. Nish 6 1,.. allnv atilt hole t;,. t nuts 1 1.1 I v nr yt; Ini,t„paetd up tt,2-1 nit hes on,colt����a ceiling til two lawn rel inch- dnt 1, ISpe to{+will bomd.yyt11ed Io tilt bottom chtud The litst laytt of •"ill` and MI( RI I I A�1 .t nl,,oar11,rel life ltus I'V10 .11,111 lit ana.lx•,1 ct lh I • Inch long 14Ic S sere"•placed 12 inches Corptaaliun.Bni,t,Iduht, - -- -- -- — --- Thfz report i. ►imirprl ro the tprrrfir produrl and data and te.t ►apart. tubmirtrd buy: the applirant in itr appliratla" nqutsring this report. No r%A r11de t 1pl limited pprtnrmrd hr the ti'aonnnl Np.parrh Board,and tho'Board%pirclrrallt'drip.Gar make crow warranrv,either exp►e.tsed or implied, ace any Jt ie%i% (or prorrr rued(( h shit rrprrrt or at to env/Irrrrdurr covered hV this repin't. ThA disclaimer includes. hue 1.r 1101 limited m, attrehantability.1'hi.report it alto subject 10 thr lir"Rariant li.tpd hrrvia. - --- 1 S P"o 2 of 8 Report No.NRB-200 on•.enter The second laver shall he uotallcd w uh the luaus staggered from limited bi a maximum.pacing of 20 inches on center,a Y4-inch topping of the first layer It shall he fastened wth 2.imh-long Ijpc S screw%spaced 12 GY'P-l'H TL may be used. GYP-CRi-'rl. is produced by the Gyp-Crete i nches onrenter to the field and 8 inches on center at the hutt joints ij pn(; Corporation. screws I'"Inche%long shall lie spaced 8 inches un center and h inches each F Sound Rating:The system described in paragraph E-2 above,when side tit the butt joint.The second layer shall he finished with joint tape anti constructed with resilient channels,has a minimum STC;rating of 5(l;with compound. pad and carpet, the minimum IIC rating 1%50;with cushioned vinyl,the Altemativcly.resilient channels at I(+Inches on center 124 inches,i(loisis minimum I IC rating is 45. are 16 Inches on center)arc fastened perpsc idicular to joists with 1-inch- The system described is lids agn p h E-2 when constructed with resilient tang case-hardened steel. 15-inch shank diameter self drilling and self channels and a Y+-fm:Ir GYP-CRETE topping has a minimum STC rating of tiMne Ph+llgs head screw s The.riling is attached to the tesihent.than 50. with pad and carpel. the minimum IIC rating is 50; with cushioned nels as Jescrrhed.r►+ :c vinyl,the minimum IIC rating 1%45 When used as a n■if-ceiling .rsscmhly the desking may he in wood The system described in paragraph I'.4 has a minimum STC rating of 45 Jerk a%provided in the axle and the post spec ing may exceed 24 inches an and, with pad and carpel. the minimum STC and IIC ratings are 50, :enter. When louts arc%paced more than 24 Inches on center. the ceiling provided a minimum 8 per layer of USG THERMAFIHER insulation is may b t applied to stripping spaced 24 uuhc%on center.'The a!;echnenl Io used. the stripping is similar to the attachment to the louts described above The The system as described in paragraph E-4 with a Y4-inch GYP-CRETE stripping may be 2-inch by 4 inch Construtlion grade Douglas fir lumber topping has a minimum STC rating of 50 and,with a pad and carpet,the for spans up to 5 feel.attached to the ho0om chord w ith f 0 d nails. minimum IIC rating is 50. 1 A single-laver Ilior of '. inch tongue and gr o%c ply wood, with A;l of the systems require that a minimum Ya-inch-thick by'/+-inch-wide luau spaced up to 24 inches on center and a telling consisting of a single siiip of resilient covering be provided at the hair perimeter in order to laver iC inch-Ihick T}Iic X gypsum wallhoanl attached tojoi%ls spaced 24 provide noon%%all isolation inches on center.or to%tapping spared 24 inches on center Fastened with G. Identification: Such of the vast, shall he identified by a stamp IN-mch-long Type S drywall screws located 6 inches on center at end joints indicating the lois!IN pc. NRR repot number.manufacturer's name.plant and M Inches on center in the field. In addition.an appn»ed exposed fire- number.and otic\\anxck Hersey Int rnauonal.Ins: .logo(NRB-21Y) rated suspended ceiling system mu%I to In%talled beneath the gypsum board ceiling a minimum distance of 12 inches The grid system is suspended with III Evidence Submitted: No 12 SWG galvanized steel wire fa%tcned to lite furring or foists with 1- 1, Results of structural toad test .product brochure.descriptive htera- Inch-long flathead hanger screws Light-lixture protection consists of 6- lure,quality control manual and engineering calculations have leen inch-wide pieces of(.citing grid panels 4 feet ling fur the sides and 2 feet submitted under the raver of a menial dated February, IgA2 long for the ends and a full grid panel placed on lap.,A galvanved steel duct with a maximum 12-inch-diameier steel diffuset opening withuul damper 2, Results of a fire test, Report No. File R5492.2 dated October h• and a maximum 6-inch M I'-inch return-air o;ening ae(,,:nnimcd for each 19H I,conducted by Underwriters Lahuratoric% Inc in accordance 200 square feet of ceiling Ceiling panels Inas he either inch t'S(i with ASTM F. 119 FTREC'OOL AURATONE or'•-m ch Gold Hond Fur-Shield Solitude RIII 7. Result, of sound tests performed at Riverbank Acoustical Lab, els as manufactured by Gold Hond Hioldiog Products Division of Natum.tl Gene%a.Illinois,,Ind witnessed by Shiner Associates,Inc..Skokie, Gypsum Company Nonconuhusuhle insulation rated at R-10or less max he Illinois, conducted lemeem May. 19111, and September, 1991. in installed above the gypsum hoard accordance with ASTM L•442 and ASTM E 90 When cited as a raif-ceiling:osemhly,square-edge ply wood meeting the 4. Data under the cover tit tetters dated March H.March 27.Apr!1 20. structural requirements tit the tinge may be use mor roof sheathing and joists and Mav 20. 14112. may he spaced up hi 49 inches on center 5 Resultsof toad tests. Joh No b1-1978 dated May 24. 19142. w t- 4 A single-layer Ilair of ',-inch tongue and groove plywood with list%1% nessed by Northern Testing Laboratories,Boise.Idaho. spaced a maximum of 24 inches on center and a ceiling consoling of' inti 6, Results of T11 40 joist bending tests.Joh No 68.748 dated February USG Type C FIR F.C'ODEI gypsum board screw attached to stauuLud steel 24, 1987, witnessed by Northern leslinp Laboratories. Hooe. furring channels at 24 inches an center and suspended from the n•tsts by a Idaho specially designed No 24 gauge Simpson Sitting Ilc ICY I.ccilmg sup- 7. Section 4.4 of the MICRO LAM Ltmminated Veneer l.uniber Marr pori clip One inch of f6 pcf mrnimm ui US(i THL14M M IRL14 mineral ufacturing Standards specified in NRH-126 wool Fireproofing IN placed letween the Intbvn flange tit chord of thcjoiNs and the top of the furring channel 5 A double wood Ihor a% described in paragraph 11-L-I above. at a single layer of ': inch tongue and gr00%c plv%% od floor sheathing or Findings plywood not sheathing meeting the %tructurd requirements id the code I\ Findin s -I'll(-National Research Berard f.od%that the U.111,joists applied aver Joists spaced 24 inches on center with .ins approved ceiling a% described lin this report are alternate methods of construction to ,%stem which will provide 40 minute finish rating Suh%tanlialing data. those specified in the 1981 Basic Building lode and the 1981 Supple- Nhich min include results of the f tie endurance tests condut mrd in act"r ment,the 1981 Standard Building fate and 1983 lmendments and the dance with ASThI L 114 must to furnished lit the lin al building tit Ilk 1.11 1981 Uniform Building Code.subject to the following conditions: %enhIng that a parlicutar ceiling%ssfem meets the 40 minute finish sting I. Fabrication Is in the proponent's V'aldo%la. Georgia: Eugene. requirements When the finish rating is 6+he determined. Ihcnmicouples shall he installed on the plane til the comhustihle malet!al%nearest the tin, Oregon;and Boise.Idaho,facilltfe%,with quallh control Inspec- sidc at Iocalions required to obtain represenlause Icntperafures on Ills. tions by a compliance assurance and/or Inspection agency listed combustible materials in the test saxtii cns Icmperatutc readings from by the National Research Board. such thermocouples shall he recorded during the lite cndinantc Icst I'hc 1. Allowable loads do not exceed the salurs ser r••-;;,in'table No.I. finish riling n the time at which temperature readIngs Innm the thenanou 7. Ik•sign ealculaliuns and d0ail%For I%uiiidual jobs are furnished pIP•, read an aserage Icmrx•ruturC roe nl 2250 1 dh(i%c ambient tit in to the local building official serifcmg that the joists comply ssith individual temperature roe of 12s 1 uMi%e:ambient this report. 6 alternate Floor System: \ minimum '.-inch phwoind floor ovel 4 " cutting of the nangv%shall be permit led and holes in the web joists spaced at a mavmum of 24 Inthc,on t rntet it ith either I' inches tit shall conform d)the requirements gisen in Figure No.1. lightweight Concrete or I nth of(il'P( HI I I m,o he considered as an alternate detk list the the ,%%tans descrihcd ehocc \\hen the joists are 'This report is subject to rr-eraminalioo in one sear. aw mw M1 i Page 3 of 8 Report No.NRB-200 1 TABLE NO.HPROPERTIES FOR TJI"JOISTS' MAXIMUM MAXIMUM DEM WEIONT RESISTIVE RESISTIVE EI" (M.) (Lb.lfl•) MOMENT SHEAR 10a In.�•Lb. TJIU28 Joist 916 1.9 2,44(1 8(15 1111 I 11% 2.0 1,415 490 285 i TJV35 Joist 10 2.5 4.210 845 250 12 2.6 5,325 I.(N11) 185 14 2.8 6,450 I,IMI 550 16 30 7,570 1.315 743 18 3.1 8,695 1,471) 470 20 3.3 9,8111 1.625 1,230 TJlt35X Joist 10 2.7 4,165 1,215 2.50 11 2.9 5,270 1.420 185 14 3,2 6,380 1,625 550 16 3.4 7,440 1.8111 745 I8 3.6 8,M15 2,010 470 20 3.9 4,725 2,235 1,230 22 4.1 10,845 2.440 1,525 24 4.4 11,965 2,645 1.850 26 4.6 11,070 2,773 2.215 28 4.9 14,210 ,4110 2,615 30 5.1 15,330 2,900 3.055 TJb40 JOIN _ 10 2.9 5,205 1.215 305 12 3,1 6,580 1,420 470 14 1 4 7,965 1.625 670 16 i b 4,155 1,8711 911) 18 3.141 11),145 2.010 1,190 20 4.1 12.145 2,235 1,510 22 4.3 13,5411 2,440 1,870 24 4.6 14,4411 2,645 2,175 26 4.8 16,345 1,775 2,725 211 3.1 17,745 2,9(X) 3,220 30 5.3 14,151) 2,4MN1 M(A) TJI,45 Joist -10 3.1 4,925 1,3110 305 12 1.3 6.280 1,575 470 14 3.6 7,645 1.770 675 16 1.11 9,0211 1.470 920 18 4.0 111,195 2,165 1.210 20 4.1 11.780 2,1(x0 1.545 22 4.5 13,165 2,555 1,420 24 4.8 14,550 2,750 2,345 26 1.0 15,950 2,450 2,815 111 1,3 17,113 3,11311 1.140 10 5.5 18,7111 1.115 3,4111 'The ishulaled•,aloe+are for normal duration loading ''Momcnl of inertia times nodulus of elasnmn s This formula provides u close approximation of the deflection, J5WL4 + 141.2 3N4 F1 Krl x 105 K - T11/25 foist = 2.7 1'11 15 past - 2.1 TJ145 joist s 3,1 T)1,40 Joist - 3.6 K = Tll'15X foist - 1 R 14' uniform foal in pounds per lineal Inch. L - (Tear span in Inches rl = Oul-to-out depth of foist.In Inches k/ = Value from tahlc r Page 4 of 8 Report No.NRB-200 Web Stiffeners Web Stiffener Requirements Web stiffeners must be installed at Web stiffeners are to be field-Installed (nails from either side counting) Nails I bearing points and other points of as shown on each side of the web, must pass through the web and com- concentrated loads as shown below. with nails equally spaced vertically pletely penetrate the opposite stif- fener. Web Stiffener Attachment (See Web Stiffener Section of Table! T —W— 7 1/13" Min.7- :1 I 1/4" Max 2" Max. — Nails spaced equally { 8dnails for T,IIr25,35,35X per chart below or TJI 40 Joists 2" Max tOd nails for TJI/45 Joist -` T - - x L- 2" Min Min. Bearing Distance (See Minimum Bearing Section of Table) End Support Hanger Suppo+t (5) Continuous TJI Joist Support Min Bearing Distance 4 Min Bearing Distance -..I Fr Min Bearing Distance Web Stiffener Requirements Min DearinaiDislancl n upport Continuous Wet tillners 0 [[ Joist Required at i Min Web Naner p suppgm Su art Concentrated Min, Web Slillener End Suppori Continuous Web Number o1 Web Number of loads Number of Stiffener Thickness or Hanger TJI Joist 121 ri TJI Joist S1:!! vert Nails Slilfeners Nails (2) Greater Nails Width W' 'T Sncheslpor to) (Inched Depth Series Required" Required Required? Required Than(Lbs.) Required (Inched linchesl I 91: TJ125 No U i No i — 400 2 25/16 11116 1112 3.1/2 h" 11' TJI 25 No 141 111 2 495 2 2-5116 1116 114 3_112 __ 4 .__ — I 425 2 2.5118 1 1112 3.1/2 10'TJI 35 No 141 — No — 1 112 3.112 12 TJI 35 No 141 — No — 500 2 2.5/16 1 14 TJ135 No 141 — Yes 2 580 2 2.5116 1 2 3.1/2 16 TJl35 No l41 — Yes 2 655 2 2.5116 1 2 3.1/2 18 TJI 35 Yes 2 Yes 2 735 2 2.5116 1 1 314 3.112 20 TJI 35 Yes 3 Yes I 3 810 2 2.5116 1 1314 3.112 10 TJI'35X,40 Yes 2 Yes 2 605 2 2Mre P 2 31'2 12 TJI 35X,4I: Yes 2 Yes 2 710 2 25J1e "a 2'" 3112 14 TJI 35X.40 Yes 2 I Yes 4 810 3 2"is it 2' 31,E 16 TJI 35X,40 Yes I 2 Yes 4 915 3 2vra 2'a 31/2 18 TJI 35X 40 Yes 4 Yes 6 1015 3 25ha a 2': 51h 20 TJ135X.40 Yes I 5 Yes 6 1115 4 2°'�e 'h 2'4 5'/2 22 TJI 35X,40 Yes 8 I Yes 10 1220 4 2s/a 'h 3 5''2 24 TJ115X.40 Yes 7 Yes 12 1320 4 Via 'h 3 5112 I 25 TJI 35X,W Yes 8 Yes 12 1.;95 5 316 'h 31: 7 26 TJI 35X,40 Yes 8 Yes 12 1450 5 3112 3'., 1 30 TJ135X.40 Yes 8 Yes 12 1450 6 31h 3'._ 7 I('nnhnrrrd 1 FIGURE NO.1 Page 5 of 8 Report No.NRB-200 FIGURE NO.1—(Continued) Web Stiffener Requirements Min. Bearino 01slance End Support IContinuous Web sliffePers e� TJI AM Required at M n. Web NtngM SuppoA _ U orl Concentrated Min. Web 'illener End Support Continuous Web Number of Web Number of loads Number of Stiffener Thickness or Hanger TJI Joist 121 TJI Joist Stillenert Nails Stiffeners Nails(2) Greater Nails Width "W" "T" Supporl(tl c Depth Series Required? Required Required? Required Than ILBS.) Required pnchesl (Inches) finches) Iinhes) 10 TJI 45 No 141 — No — 690 1 2 2.112 1 1.112 3.112 12 TJI/45 No i4 — No — 1 785 2 2.112 1 2 114 3-112 14 TJ145 Yes 2 Yes 3 885 2 2-112 1 1-314 3-1/2 16'TA 45 Yes 3 Yes 5 985 2 2-112 1 2 3 112 18 TJ145 Yes 4 Yes 5 1080 2 2-112 1 2 114 5.112 20'TJ145 Yes 5 Yes 7 1180 3 2 112 1 2.112 5.1x2 22'TJI 45 Yes 6 Yes 9 1275 3 2-112 1 2-112 5-1/2 24"TJI,45 Yes 6 Yes 11 1375 3 2-112 1 3 5.112 26TJI.45 Yes 7 Yes 10 1475 4 2-112 1 3-114 5-112 28'TJ1,45 Yes 8 Yes 11 1515 4 2.314 (3) 1 3-114 5-112 30'TJI 45 Yes 9 Yes 11 IE55 5 2.314 (3) 1 3 112 7 t 1 I Web stiffeners with two nails aro required for the TJI 25 joist at continuous supports when bearing on plates is less than 5':inches and the reaction is greater than 1700 lbs (1700 lbs.is the maximum reaction lot 3'"inches bearing with no web stiffeners 1 (2) For maximum load,specific applications may permit reduction in this criteria (3)May b,i reduced to 2'r inches for end support or hanger support (4) "U' type hangers require web st Heners to comply with nailing requirement through side plates of hanger. (5) It web stiffeners are not used in hanger support,the sides of the hanger must extend up to support the top flange laterally (6)The minimum bearing length may be reduced for joists supported by hangers if supplemental nail attachament to the end web stiffener is provided i Page 6 of 8 Report No.NRB-200 r FIGURE NO.2 ALLOWABLE HOLE SIZE CHART FLANGE PLYWOOD O WEB i FLANGE Ij OF BEARING PLATE -�------� --- - DIAMETER 3.. 4.. 3.. 6» 7., g» 9» 10•• 12" 14.. 161. 14 1-0 1-34 1.6 1.9 2-0 2.3 2.9 3.0 3-6 4-0 4.6 15 1-0 1.3 1.6 2-0 -- 2.3 2.6 2.9 3-0 3.9 4.3 5-0 i 16 1-0 1.6 1.9 2-0 2.3 2.9 3-0 3.3 4-0 4.6 5.3 17 1.3 1b 1-9 2.3 2.6 2.9 3.3 3.6 4.3 5-0 Sb 18 1.3 1.6 2.0 2.3 2.9 3-0 3.3 3.9 4.6 5.3 6-0 19 1.3 1.9 1 2-0 2-6 2.9 3.3 3.6 4-0 4.9 5b 6.3 20 1.3 1.9 2-0 -2.6J 3-0 3.3 _ 3.9 4.0 5-0 5.9 6.6 21 1.6 1.9 2.3 2.9 3.0 3-o 4-0 4.3 5.3 6.0 6.9 F 22 1.6 2-0 2.3 2.9 3.3 3.9 4-0 4.6 5.6 6.3 7.3 W L 23 1.6 2-0 2b 3-0 3 3 3.9 4.3 4.9 5.9 6.6 7.6 � r 24 1.6 2-0 J2.6 3-0 3b 4-0 4.6 5-0 6-0 6.9 7.9 s 25 1.6 2-0 f2-_6 ±:j,0_ 3b 4-0 4.6 5-0 6-0 7-0 9-0 26 1.9_ 2.3 2.9 3`3 3_9 4.3 4.9 1 5.3 6.3 _7.6 8.6 21 1.9 2.3 2.9 3.3 4.0 4.6 5-0 __5.6_ 6.6 7.9 8.9 28 1.9 2 3 3.0 _ 3b 4-0 4.6 S•3_ 5.9 6.9 8-0 9.0 29 1.9 2.6 3-0 3.6 4.3 4.9 5.3 6.0 7-0 8.3 9.6 30 2.0_ 2.6 3.0 3.9 4.3 _S-0 _ 5-b 6.0 7.3 8.6 9.9 i 31 2-0 _2.6 1 �3.3 3.9 _ 4.6 5-0 5.9 6.3 7b 8.9 10-0 32 2-0_-� 2.9 3.3 4-0 4.6 5.3 _6-0 6.6 7.9 9-0 10.3 ai 22.0 . 'a 3.6 4.0 -4.9 5.6 _ 6-0 6.9_ 8.0_ 9.3 10.9 34 I 2.3� ' ' y -3.6 _ 4.3 -5-0 S6 63 7.0 8.3 99 1I-0 35 2.3 3-0 3.6 4.3 _5•0 5-9 _6.6_ 7.0 8.6 100 11.3 36 2.3 3.0 3.9 4.6 5.3 6-0 6 6 7.3 8.9 10 3 11.6 MINIMUM DISTANCE FROM C/L OF SUPPORT IN FEE f AND INCHES TO CIL OF HOLE TJI JOIST HOLE CHART I NSTRIWTIONS ROUND HOLES- For simple spans and uniform (nada uw•the tahl.•a'tove tit determine hole sires SQUARF. HOLES Square hole sizes are determined by multiplying the maximum round hole diameter by a factor of(1 N MULTIPLE HOLES-Where more than one hole is desired,the amount of wood hoween holes must equal or ext eed twice the diameter of the largest hole or twice the side of the largest square hole C'AN'EI LF:VEWS AND CONTI NUCA'S SPANS-For uniformly loaded cantilevers and continuousTA Joirde,the holes must be Ioeated onr inch further hum the support for Poch bwtt of clear Ppan in addition tiI the values indicated in the tr.hle above SPILCIAL- Ex(eptiont+too these rules Ino be postoidt through slx•ciul Inquiry MITE-iht not rut the ),Post within four mrhrs of the support centA-dine,otherwise a twit inch holt-ran becut m the weh anywhere THF.TOP AND RCYPPUM FLANGES ARE NEVER To HE('11' The s1zr-xtven in the table are hole sizes,not duct sizer Til 22r1 JOIST- When more than:1 4 of the depth of the welt Is removed,tone foot must he added tit the distance Page 7 of 8 Report No.NRB-200 i 2 ' ASSEMBLY E-1. 1 DOUBLE-WOOD FLOOR. 2.TJI JOIST. ?,FIXTURE PROTECTION. _ 4.24-INCH X 48-INCH RECESSED LIGHT FIXTURE. — 5.COLD-ROLLED CHANNELS. —� 10"MINIPliUM 6 12-INCH AIR DIFFUSER. •'f _� 7 USG THERMAFIBER MINERAL WOOD BLANKETS 8. 5%-INCH ACCOUSTICAL PANELS 24 INCHES X 24 INCHES SUP- PORTED BY AN APPROVED EXPOSED FIRE-RATED TENSION Q7 S 1 SUSPENSION SYSTEM i ASSEMBLY E-2. 1 +,-INCH TONGUE-AND-GROOVE PLYWOOD 2 TWO LAYERS'a-INCH TYPE X GYPSUM BOARD 3 TJI JOIST 2 ASSEMBLY E-3. 2 1 ',-INCH TONG(,E-AND-GROOVE PLYWOOD 2 TJI JOIST 3 '""-INCH X 24-INCH '(48 INCH PANELS AND METAL SUSPENSION GRID 4 FIXTURE PROTECTION 5.'2-INCH TYPE X GYPSUM WALLBOARD 6 24-INCH X 48-INCH RECESSED LIGHT FIXTURE 7.6-INCH X 12-INCH OPENING FOR RETURN AIR 8 12-INCH DIAMETER DIFFUSER OPENING 9 STEEL SUSPENSION GRIP r • �,f� E 4 3 S FIGURE NO 3 FIRE-RESISTIVE ASSEMBLY DETAILS • Report No.NRB-200 Page 6 of 8 _ ASSEMBLY E-4. 1 SINGLE-LAYER FLOOR OF '�-INCH TONGUE-AND-GROOVE PLYWOOD. 2 J TJI OIST. 1 3 JI S GAU:E GALVANIZED STEEL FURRING CHANNEL INSTALLED PFRPENDICULAP TO JOISTS.FURRING CHANNELS I 2 SPACED 1"a INCHES FROM AND ON EACH SIDE OF WALLBOARD END JOINTS AND 24 INCHES ON CENTER AWAY FROM END �__--- JOINTS.CHANNEL SECURED TO JOISTS WITH SUPPORT CLIPS (ITEM 4) AT EACH JOIST LOCATION. AT CHANNEL SPLICES, r ADJACENT PIECES OVERLAPPED 6 INCHES AND TIED WITH C DOUBLE STRAND OF NO. 18 SWG GALVANIZED STEEL WIRE AT EACH END OF OVERLAP 4 SIMPSON CO.TYPE CSC SUPPORT CLIPS TO 13E USED TO SUP- PORT FURRING CHANNELS AT THE INTERSECTION WITH EACH u JOIST. SUPPORT CLIPS NAILED TO S1DE OF JOIST BOTTOM FLANGE WITH 1' -INCH-LONG 11 GAUGE NAIL. q 3 6 '1 6 5 STABILIZER STRAP(NOT SHOWN)—1,4-INCH X 6-INCH 24 GAUGE GALVANIZED STEEL STRAP USED TO PREVENT ROTATION OF THE SUPPORT CLIPS AT WALLBOARD END JOINTS AND ALONG WALLS 6 1-INCH (6 PCF MINIMUM) USG THERMAFIBER MINERAL WOOD FIRE-PROOFING 7 -INCH USG TYPE C FIRECODE'GYPSUM WALLBOARD Fol ASSEMBLY E•5. I.DOUBLE-WOOD FLOOR 2 TJI JOISTS 3 AN APPROVED CEILING SYSTEM THAT WILL PROVIDE A 40. MINUTE FINISH RATING - 2 ASSEMBLY E-6. i --- t LIGHTWEIGHT CONCRETE ORGYPC'PE fi 2 PLYWOOD 3 TJI JOISTS 4 ANY OF THE FIVE CEILING SYSTEMS AS SPECIFIED IN E 1 _ THROUGH F-5 FIG'JRE No 3—Continued FIRE-RESISTIVE ASSEMBLY DETAILS i j �•w I?2„t:nom,-,.}L �.� � ,..\aW:'�..ar 1 v�:,,py✓ .k ,r!✓a��.'',00."�.�� �y a J>.,�.,t��,,�,`fWu'e•1, is •jP 1 �4 �, s.,.�+.w o F+��ryrp.,,,�'` �•i�� ' 7541 �i}� Aa ',. {� a+ lµ �1 Wi alb+ you: ✓i'� I i� l.� �'�s j+ '�v "�r..dr;$rrr►�fu.r�i •�bi't q}, ,;�i;,, a+ywnn cif►�,� , i.10 ` all 'Ay� . .. fit � fd�'1..� �• �►. �'.-.,p MUM - u - ttar+r�rerwayiyipi r.. `�.•' IC A� OCCU " CITY OF TIGAR,DOREGON Owner: Andre Nadeau _ Permit No. _a/ CA. -t 3 stpee Address: 9p8–A Pec on a Building Address: 15785 SLI l2nd Atienue Oecupancy:h2=U ,and Use Zone:M-3 Bldg.7Type 1_U"Fire Zone:__2__ tlillr�., Comments: Certificate is hereby given this_16th day of July. —.19 80 �� �, a► that said building may he occupied and that it complies with all requirements of the Build- { irg Code for the City of Tigard,as approved by the Tigard City Council. Iyt, Idin�, Inspeeior — .q• ;4 I Building Official t }jp, Post ('('rtifi('!11{ f in Conmpieuoun ['face (}� �. .-,; ,aa�'N'�v.-� ;l��ua�,Biu -�mil►�,�„;�QiN -� -Y;+� 'ir' >�'+ rr -� r � frNa,,/ ,��+" �r M-* nC�e r�1 �P 7!l��+ '.melt}' ,�•� , 'Y(c '� TIM \ r 1� IWC ,e'. .� '�•. "?�, r,,.... q� '�{ 'N�M te• r �'' + lit�,�a rhe �Ni cul .,�`M'd'.'.: a -ro ... �C�,, � ,..,� •�.,. " .� . '�• ,r, 11 .�w„ ..ae ..q� f�R•:r,�, ,,y. �.,.,N � fir•; "^�Y •. v w; '���,n9�?;; (. - -._., ...-�`�_�- _-. -� ✓�-._.^.i-may_..-�."1�.i�_.°;��--_..'�J^.�..-�-��-�`^-�-��'./•..�-•,` ` . r� :7..:�t;.:r. .. -�v„y^sa:.:'�i�''x'r. • - _ . .. .."4�'7M�'9;�;":7 �k� Soe,"�"i',. Tualatin Fire District Inspection Notice i 8405 S.W. Elligsen Road Tualatin, Oregon 97062 Phone 682-2601 Building Namek t)i R-L /S ' c"e d4,Address I Pursnant to Section(s) ofadoptedcodes, the following item(s) require correcting: El IQ jr l Date:— �j ? ,I 4„� _InspecteitP,.;r_ ,z �"'_ 'k _ CALL FOR REINSPECTION OR --_ X11 BI_iILDING DEFT. 300-31 INSPECTION NOTICE City of Tigard Building Department 1242C 3.W Main St. Tigard, Oregon 97223 �y� Phone 638-4171 Address----_---- —_-- r.__�___--•— _ Permit Type of Inspection The following Building Code deficiencies are required to he correct@&. N Presented Inspector,1- i Date -- CAL L FOP. REIAGPEC77ON [� YES No SIGN' PERMIT APPLICATION OF CITY TIGAN Date (,/iJ , 19 No. 0427 The applicant hereby applies for a pi*,onit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 15785 5W 72nd APPLICANT: OwnerLes ee Authorized Representative NAME/COMPANY `' 7 -POI �c� Tel. , ,7' � - _ PROPOSED SIGN: Freestanding . Wall xx Projecting _Other SIGN DIMENSIONS VPV'x2910" AREA 49.3 HEIGHT _ WALL AREA 710 ag PROPERTY FRONTAGE 80, — COST '50012 ZONING DISTRICT ILLUMINATION NONE MATERIAL COLORy- BRUMN WITH 1,01,11 r.nGM: _ COPY 'HDPE'S r,31)y SHOP DRB EXISTING SIGNS: Freestanding Wall Projecting Other NONE COMMENTS: All sign permits must be accompanied by a scale drawing and plot plan. If work authorized under a sign permit has not been completed -- within ninety days aftfo tf a issuanof the permit, the permit shall PLANNING DEPARTMENT become null and void. Permit Fee $25. Approved _ _ Applicant's Signature Receipt No. 9U33 SW Durnham 639-4910 Renewal Date Addme Tel one INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard, Oregon 97223 Phone 639-4171 Permit Address.----- Type of Inspection The following Building Code deficiencies are required to be corrected: Inspector Presented to Date CALL r-OR REI,"CPECTION ❑ YES ❑ NO Auto Shop - Buildtt.F, BUILDING PERMIT APPLICATION TIGARD DATE _ lar_n 17. __ 19_ 80 3121 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR "HE WORK HEREIN INDICATED BUILDER PHOIIE OR AS SHOWN AND.APP90VED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE �38-6475 LOT NO 2600 OWNER Angre Nadeau`_ JOBADDRESS X755 Sw 72ud Ave. lax Rip 251-120 ARCHITECT ENGINEER BUILDER Same ADDRESS 908-A Pecon St.,Newberg DESIGNER Specialty Plan Ser, STRUCTURE FICNEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE [9 COMM ❑ E4UOATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY ti2/S-2v LAND USE ZONE M-3 _BLDG.TYPEI$-�SN FIRE ZONE 2 PLAN CHECK BY 111'H HEAT_ RaB Construct Auto Body Shop & Officer Per Plans & Code. Separate Mechanical and Plumbing Permits Required. — SEWERPE_RMIT# OCC.LOAD FLOOR LOAD 100 HEIGHT 18 NO.STORIES 1 _AREA NO.BEDROOMS VALUE 52,30') BUILDING DEPARTMENT SET BACKS FRONT G3 REAR 195 LEFT SIDE 30 RIGHT SIDE 20 Permit _ 193.00 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check _9_6_.50 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal 289.50 _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 7.77 ---- SDC— Total 297.22 "- — - -- PDCk APPLICANT 0RAGENT By Receipt No, A ----- pproved UI:H ADDRESS PHONE I� DATE INSP. TYPE INSPECTION REMARKS PLUMBING _ DATE P _ - r_ t��' 7.E _f, r5.o! a P1,rC Contractor' — Ga .,�_ la — _ Permit No. �7 31,70 = k / y f7` 0 it Rough-in 6,—C 1.,I _.2 Fixture �l- I�— }p C..r 3/a►,.r i)Rn - O 1! Finai r 316[x' IVA/I 0�_ HEATING �•is y0 ge,� Q►�a.� Contractor 0 • Permit No, Gas or Oil • Rough-in — (j0 ft•/A►Tiiw �O /r Final -- ry SEWER Final DRIVEWAY Final _ Storm Drainage — (Rein Drainl Fina, — Sidewalk Curb&Street Final -- Approach BL {— DG. DEPT. PINAL TEMPORARY CERTIFICATE OCC CERTIFICATE OCCUPANCY / / Final F LandwAping Zoning Final 1 M 'rJIU 611Uk3 • Sf.te k.„ BUILDING PERMIT APPLICATION TIGARD DATE March �� 19___-__ �� � "THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE X38-baa .x OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE 1'ax Lor NO. 2600. 2S1-121, �- OWNER 1, haJi au JOBADDRESS 15785 S.W. 72nd Ave. —_ BUILDER Same ADDRESS 508-A Pecan St., Newberg DESIGNER Specialty Plan Service STRUCTURE 19 NEW ❑ REMODEL 0 AdDITION ❑ REPAIR ❑ RENEWAL _❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE Ll COMM ❑ EDUCATIONAL F] GOVT ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY H2 D2 LAND USE ZONE K 3 BLDG.TYPE 1 L1 3N FIRE ZONE. 2 PLAN CHECK BY UW —HEAT-- Site EAT._Site wort including paving, concrete work, fence, storm and sanitary sewer, gradingo - 1 nndsceg�.ag & springkler system. SEWERPERMITM OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES u AREA NO.BEDROOMS_ VALUE lyr` BUILDING DEPARTMENT SET BACKS FRONT =--- REAR LEFT SIDE P 3HT SIDE Permit 12.00 _ THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT 13 HEREBY AGREED THAT THE Plan Chock 46.00 WORK WILL BE DONE IN ACCORDANCE WITH "HE PLANS AND SPECIFICATIONS AND IN COMPLIANCE ------ 'WITH ALI, APPLICABLE CODES AIID ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal 138.00 RESTRICTIVE COVENANTS. CONTRACTOR ANC SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR E.EWER,PLUMBING AND HEATING. state rax 3.68 _ 150.00 — soy— Total 111.68 _.._. —' PDCM APPLICANT OR AGENT By _ _ Receipt No. ! ADDRESS - --T Approved PHONE BUILDING PERMIT APPLICATION 'l JTHE WORK HEREIN INDICATED eulLOER PHONIE THE UNDERSIGNED HEREBY APPLIES FOR APLR.MIT FORT OWNF� ER PHON38 08 AS SHO.-.N AND APPROVED IN THE ACCO�.PANYING PLANS AND SPEC IFICATIOyS LOTNO___ Ti..Y Jc.EI ADURESS_.l r �. `c'��L-�b._- J N E RI I�LL2 8r __ -- FSS.._q�t ^_� FIRE L1,'' AGE ❑DEM01 1, JK'.E W ❑Fit'00)1" l_J nCbIT10N REPAIR nRENE'•JAL l� - TRU�TU!�E _ - �NFLr r,IOUS �� -- - �.-•- --' r ny1rF�uF'��LAB I1PAT10 CAR PUHT c HEAT . - 1 �2. /^-3 cit nCi FIRE_ZONE 'Z_.PLAN C-l:Ch' CUPANC M� ',rWE R._P nm:T p rA aEGROOMS _"�. VAI-t;: -0,3O0 X00 ~EIGHT /p NO STO RIES SIDE RI;,Fr r 20 „ LQa.- & REAR �.� Ll" SIC,: _.. -. Eir•111 :) •.i t[K' F'�'�•rT ' 'I aNllt IS NE BUIL DINGCC.IGE �71rt1r1 1 /93• / E- IC,Si1FD SLIFJECT TO THE RFGUl4Tln1N5 LONfA1NED IN T fp �AtIQNS AND All APPLICABLE CODES AND OR. IN&NCES AND IT IS NEREBV LtiHEF� 1HAi f +l WILL BE 00%1 IN ACCORDANCE WITH THE PLANS AND SrECIFI:AT10N5 ANL11N COE P NCE iNITN c 'nial CES THE ANCf OF IS IT ,TRICTIVE C R —_R-fo APPLICABLE CODES CpNTRADTORNAND SUB CIhTJRACTORS TOHAVE ClNl RE(T CIT ORUYNE E ,ut I �v L1v /ThANTS -. I ".`E SEPuP.A IE PI r.MITS F4 . UIREO FOR SEWER. PLU '�I"G A'�C' HEATING. ' Tax 7 _ Total IIIII ?q�� Z2. JI-# 9V _ L /�- APOL,CANT OA RPc elpt No =•pp'cvtd � J 5 QC POCL- 5FWER_ CO%Af CTION SEWER I',bPI.LTION SEWLR 5URCHPRGE_ - C o m m e n t s: .�r=�'-� --- 2_ - rt ._�_ R3'`•' - �S�_�—�"�da1rO Q -pc.,_^r,-I.r-.0 NA-1. r' .A �;2 ► -- A' 2 R 3120, CITY TIGARD DATE- -_ ._• t9 - , BUILDING PERMIT APPLICATION of �r BUILDER PMUN IDICATED THE UNDO HSIGNE D HEPEB AP PLIES FOR APERMI OR a5 SHOWN AND APPROVEDIN THE ACCOMPANYIONGTHE Pt ANORAN D SPEI CIFNCAT CATIONS.ONS. o��.NLF?PHO r�e - b •w fly�:� K LOT NO e&� �N 1DDRESS /� E1,10T14F�1!RT-- -- — — go Q� /� DESIGNER C,� aa D KESS 9v`�'•� -���.--�-- -�' GEMOLI iI�N •rr--�� OHEPAIR -^_ f�RENEWAL ❑FiHE DAMAGE � NEW Rk MnDEL U ADD�TION.___,- ICTUpt __ — AP AGE ❑STORAGE OSLAB OFEN. QF! C'GOV'T ❑RELIGIOUS�.'PATIO OCAR PORT OG _ :SIC�ENCE .oMM_QEDUCATIONAL � HEA.L- �J e /jam 11I c INE LONE > PIAN CHECK, 8Y Vr1 l?7eN0;rSE lONF�I�`� wOL�G it P�''7 _I r 0 ,1EF PERMIT _�.- FIEICLHT NO afUHtES .. _.-A.B.EA. ..._. _.dII�.EDRQOMS._ .vAhWE F:QCiRlC1AD 111GHTSIDE, - ILFFi.)NT " HEAR LEF' SIDE , 8U0'N�� Git AHTMENT 3I ' E:•CKS •-- nIt IENtAINFD IN 'HE BUILDING COGS. ZON;NG =-- THIS PERMIT IS ISSI FO SUBJFGI 10 THE MfC31ILAT QNS �... AND CtydiNANCES, AND If 'b Mk' EBY AGREED THAT THE I Chick 0V REGI) c,PJD Ar I APPLICABIIE `t�11I+ST H6 PIANS NATqpAr4 SIrt=IF1'ATFMN! ..NO IN COMPLIANCE OJITH Jr3pti Wll L BE DirNE IN Al'.I.URC h 'E w 1M@ ISSUAN( F QI T 'I! PE P,MIT DOES N01 WAIVE -- - nLl APPLICABLE CODES ANO OFIt71NANQEb RFIENT CIT''' I?USINE5S RESiF+ICiIvE C'.1VE'vANIS CGNIRAL,TOQ *IVO 9U• OT►,rPAT,IUFig if, AVE U e Tay 3,(�$ tl(.FNSE, SEPARATE PERMITS RE0411pED F9R "WE A, IIIMOING hND HiATI u SDC c. Ii, �ecElttt Nr r..t tiE !r uv�d c - i 3cw so /3o WER r i 10 N_ I _ —ii WER INSPECTION __ C U WER SRHARGE i -- - — _ �. I unmE>!nt�1 ,r — r......�.._..- - '__"'- CITY COP`/ TUALATIN RURAL FIRE PROTECTION DISTRICT NOTICE OF PLANS REVIEW PO IiOX 127, TUALATIN, OR 97062 (THIS IS NOT A 1`3111LDING PERMIT) PHONE (503) 682.2601 nd � M Q �o /57sS S.\N_72 `�tc1,o•Y� No. BuildingAn r.�rC/� L'���'% - ADUHES5 -- s_- BUILUINO N- FM2-- _ _Pg. 1 of Count 11+Zp� m.--------Occupancy_ Z-}----4— Y— /7- BO Architect_.___— _ __—New Bldg. Ib. Addition ❑ Alteration ❑ Date Received 3 ` feuteam ut _ Address���`� Peco✓1 L' R�1Jocrtaleaeft"ad_ Owner_] -�_ -L 0._ s' ..� --- —V ir �_ / _L_ft. Stories__L--AreaLt �06'A Attic *$_6_±- /•—Q—Fire Walls A.—Fire Escapes—___.__Exits TOT wIDTH AN FLR /BASEMEN? APS _ + S / Vert.Sha11s_ / Sprinklers__ /__._�/-- Man.Alarms S'P'- IT -/ SIZE /E%T. Stairs CIOSED NO YES AREA COVD Ceh� CLOSFO set �e.`ory Ht. Del. _� /r----/ Floor Cor C._Ceiling-�y�--Roof 1� � Str. Members Ext NO TYPE AREA COVD ��''// CLASS S T e Ht System-IV-16 Fuel Wall cover /►tnssi- tr. rm. encl. ��_TYPe flue_ — YP 9 Y ExT. INT. The submitted plans have been reviewed for conformity with m seist be incorporated into the project re protection statutes and regulations of Oregon administered by. this office. Items No. 11 17) z 0 Z 40 Z $ a d Z' > checked on the enclosed?ist are applicable.These items and any specially noted provisions mu to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with any applicable regulations of local government. REMARKS: 1 t„1lS rev\e u3 �b \oaae� aY� \ ht reQu�veaf�'h�S OF }4+! 1471e C7-t�"� 1 Fart LiFp Se��C�� cCJocOe. This �JTrU.CTu►.Yt l S 1ecQAeOl -S-6 to STY u,C��I.r4\ Q rd 1/1 Fite %%via Z • 1, �wOePL S1�.aFCeS mus♦ Iboe 0. �rt, �e�nv�av0r QS7t:Y Stc{tov. 320 S"' t" 3 2� 4f-fI'( 14tce5s rrt(4st be pYovio�e� as �,e•r Sec� iotn 3Zo5 Cm ) 3) 040ic uer%t eq,e►,irlgs caL*RA wif�rin /YtPasuved14'te%ra.il� C oLboue cui�ndo� o .r door o�ev�iv�gs ih }Ina wall o� Irl�e s{eY � -v�rnec� Ia►\¢\� be\out. Sec41'on / /�u } ItsS �\nah 2, �ov�nb\e ��rt eV.�iv��"is\I•ee s Sola/i (ot �CGe}ed 4 IA }kc $lnae area. . The rliv+ I'^,LX n ra{:N% %% � A� ZO 'aC . 5> T1ne loots ?' corn, S\ne� 'Ito 6�sQic_ e qv+� Fforn S�e� 4o ret�roorn / cJlna\s ba v%u't \esS }\,,M, % a 1- \,.r Ftf 0 .4esis4iva asseler�b\y . 5rctlov\ so3 (c) 4 0 T•\.iS 5-ItrucA%kve r'LL4 doe .•c.►\e�'+e� le`�, tie S}nte ok Ofecrv% b LAk1, d C.Aes Lvi�.Ie-, . Sec�iov. 301 (e) i. GG 7) TI e deer A-vNe S�` +o +t%e of{ice Shall \'e- no{ less +1,%an 3 beef IW% Lui�� F\'% ek feet 8 iHcIi,s i , \+ei4.Ii,\+. -This doe SeYveS as an elX14 P-own {Ine S�.0V, o.vea av1d flnere;o« I.tusf v►�et�' �l.e te- \*,rAS 4 o 4 eK%'A e400rs . Sec+for, 33030 Rrhe � r, coT �'.orn }\Ae 51�0� 2.reo. SLWI\ \oe aS ex}erior ex { EXAMINED BY— r COPIES TO:------- 4MairC�S s 795 S w 72"`r T-1 q,4 � o 3t�rl-i a Y�lr�'7 Fire i Life Safety Clan Review Number 4 . ._. :c:l:-MARKX:) REGULATIONS, IN ADDITION TO ANY RFt,)t17REME?Il APPEARING OFi TM? AT9'ACN7`I) REVIFx Nl7TI(:E, MUST BE IWORPORATED INTO THIS PRi)JECC. Approval of submitted plans doelenot egulnstituteiq approvalof any ocal lovernmentmissi that ns or oeedsights nor of noncompliance with any app requirements. 1. Structure required to be Type throughout due to Brea, _ height., occupancy, __-Fire Zone. 2. One-hour fire renistance rating required fr+r all interior construction. 3. All living units required to be comPletely separated by one-hour fire resistive construction. 4. Exit corridors require separation from ery other area by one-hoot fire resistive construction, sec. 3304(9) 5. Door assemblies of interior openings to corridors are required to have a fire resistance t% in rating of not lees than 70 minutes and must be self-closing obeu; 9m7a3tbtateogttuctural corridors require wired glass set in fixed (steel.) framing. e Specialty Code, Sections 3704(h) and 4306. h. Storage rooms, closets, laboratories, shoph Arid areas of siati.lar hazard require separation fror other areas by at least one-hour fire resistive construction. Furnace and boiler rooms require one-hour fire resistive constructic•n. 7. All vertical openings such as stairways, tianh chutes, etc., require full enelonure of one-hcui, t:wo-hour file resistance. Access ways to such shaftr. reyrand closing and latching Class B fire ducelf- t as F.id•lies one use-hour rated, one-half hour rated. Sec. 1706 b. Attic areas require draft barriers as per Sec. 3205, not exceedinri each 3,000 square feet. (9,000 square feet where sprinkler proterti•,n provided) Ser. 370', 9. Voids created by calling-flOur systems require draft barriers not exceeding each 1,000 square feet. Sec. 2517(f) In Building proiectiOns such as balconies, env,.s, overhangs, etc., require fire protection ns per 1976 State 5trvctural Specialty Code, Section 1710. 11 Fire. stops, blocking or framing members ),lerced for utility runs require packing to equal fire es vertical`andrior to horitontalhdraftropeninq%atframe maximumconstruction intervals ofg10rfeet. sec. 2SI 7(f)both 'orriders require at least 6 feet in clear width. Urinkinq fountains or other equipment may not operate in a manner which would obstruct the minimum 6 foot width. sec. 3117 13. Handisils are required on all stairways. !.tairways over 44" wide need handrails on both sides. sec. 3305 14. Open stair railings .nd quardrails shell have intermediate rails .,r closures with no openinci% large enough to pass a 9" sphere. Sec. 1716 Exit doors from lobbies, corridors and rooms with potential occupancies of 50 or more Are required to swing in the direction of exit travel. Sec. 3303 Exit doors from lobbies, corridors and assembly areas require panic hardware. 17 Hardware for all doors required for egress is required to be of simple tvpe havinq no pro- visions flit locking against agrees, with otvious method of operation. Flush bolts other than listed automatic are not acceptable, sec. 3303 (See exception) At last ut 1© roomedorc44throughas) in clear which patientsdmustwbehoprojections, transportedIwheelcletrdpatient s, stretchers or beds, Sec. 3318 19. Sleeping roosts require at least one window readily opsnable from inside without special t001e end providing s clear opening of not less than 5.7 square feet. The minimum net clear opening height dimension %hall be 74 inches. The minimum net clear opening wicth dimension shall be 7n k8whoo. Where winA-wo are provided as a me ns of egress or rescue trey shall have a finiathed silt. A �.. 2 surface flame spread rates of walls and ce!.linns, mini.must requirement: st.alrwav - 25, • -pr ..t',o, c•;::ai 200 '.ic . 4.!-.*l 21. comhustible acuumt.ic%al m terial rpquire� to be secured wilt mtaF!as or e-aiva'iert metallic holder,; or a haat reetetant. adhesive capable of withstanding 1000°F for one-half hour. Sec. 4.ol 2:. All curtains, drapea and similar furnishings are required to be nuncumbust.ibiv or rendered 5 and maintained flameproof. Sec. 4205 23. With standard spacing, rows tit seats between aisles tray not exceed 14. Haws of seats opmninq onto ais:es :it one end only may not ex,:sed 7 seats. Also see corttinnntd, spacing. Sec. 3313 - 3314 24. Standard seat raw spacing must provide a space of at least 12 inches from the back of one neat to the front of the must forward projection of the meat immediatwly behind. Sec. !314 2r,. Posting of capacity of assembly areas as noted is requireti by State 5tructurai Code, bac. 3301(1) ---.a Heating, cooking, air conditioning and similar service equipment are required to be apFrov"d and listed by a nationally recognized testing agency, such as H.L., Inc., and to be in- stalled in compliance with agency's specifications and recognized safe practices. The installation of vuntilation systema ie requireA to he in substantial conformity with the 1916 Mechanical Specialty Code. Corridors are not acceptable for use as supply at return air plenums. 21. A dust collection system is required for shr,p areas for nonportable machines emitting or produc•inq dusts. (Heft Sec, lo08) Oust collection equipment to be located outside of building or in one-hour separated rcxtm equipper with automatic sprinklers. A.5.M.L. approved presbure telief calves are required for all water heaters, installed eith,.i in separate water tank putt or in port tot, hot water line. Shutoff valvas may not he Located between a water tank and relief valv�e..Q 0*Q11 P-0,416011 .04' +' e --- � A fiiefightinq water supply In required within rM feet 0 buildinu that is capanle of prultivinq ''ono qpm (minimum) for 10 minutes fc, each 5,000 square feet of floor area within building up to a maximum of 500 qpm for 30 minutes, or provide a 5,000 to 15,000 gallon reserve water supply as required. to. lutertur wet standpipes at Wast 2 inches in diameter located mod equipped as per Sec. 3804 .,t, ,equited. Coul,lings and connections required to he American National St.mndard Thread. Nherr, .it.andpipws are uerved by sprinkler pipin,i, see 1973 NFPA Pas}+hlet 013, 3-7.7. :ec 3404 i+ Applovud nutum,et is sprinklvr protection tht'oughoiit occupancy iv required. Approved autoa►,tic sprinklers .ire required over and under stage and in all auxiliary areas, including dtes,.inq tooms, storerooms and workshops. (Sec. 3802) 33. stage tont vi-ioilatots displacing at least 5% ,f stage floor area, openable by hand from ataq• flout and by fusible link or other heat ictrvated device, are required. (sec. 3901-06) 44. At approved fire alarm uyste•m conforming to 14177 NEPA Pamphlet 072-A with signals audible throv,lliuut Iuildin4 and manual alarm sending stations adjacent to exits from each floor or Area are required. 3,. x 30" access t,+ attic. sl,a,es is required per Section 3205. le . All exit dci.,tt; and access way-, therein are reclulred to he Identified by approved electrically illuminated signs n,-rved by two citcuits with one separate from all otl»r circuits. ',ec. lilt t'. An emergem y I-ower syater is required fur the gyms sium, _auditorium, _buildinq to maintain exit illumination for not less than one-half hour in event of piiblir utility fatlure. Sec. 3312 ii,, r'luurescent light fixtures installed nn combustible t;urfa::es are required to be U.L., Inc., ahprnred for such muntinq, tit installedi to provide atleast nice and vita-half inch air space betwren the fixture housing and combustible material. h. Confurmencte with all requirements tot the removal of architectural barriers to the handi- capped is iequirad in compliance with Chapter 31. Nrlf$r, 1. Local requlations or Insurance standards for mosk favorable insurance credit may, and often do, exceed thea: minimum State r,iquirenwnts. 1. This review doe,: not covrt n.S.E.A. (,'.S.H.A.) requlations. I. This review does not -over Medicare-Medicaid regilations. 4. (k oqur, State Health Department. Auro homy �w�p i3 �i►cN IqSo Amo. &Je . tea R ��. sly N- x `0 zqon Soo A-3 4pn,e. I ! N cons+. owipce, 6,00 a rc. iE X) -> z , Sewer ao"M . _ G. �•� . 2S = 2- //Co LJ STAFF REPORT �J SITE DESIGN REVIEW TIGARD PLANNING DEPARTMENT /"// •� 12420 SW Main y February 25, 1980 DOCKET: SITE DESIGN REVIEW, SUR 4-80 (ANDRE'S AUTO BODY SHOP;NADEAU) ApT_LLCANT: LINDA NADEAU OWNER: SAME 908A Pecan Court Newberg, OR 97132 SITE LOCATION: 15785 SW 72nd (Wash. Co. Tax Map 2S1 1'l D, Tax Lot 2f;00) SITE strial Zone, :e•mitted Use Section 18.48.616 Tigard DESIGNATION: M-3/Light Indu Municipal Code_, Automobile Repair. PARKING REQUIREMENTS: one (1) space per 1,000 square feet. 2,400 square feet sed. Three (3) spaces provided on plan with additional spaces avail- able for expansion at later date. SITE PLAN/DESIGN REVIEW COMMENTS: This is the first building proposed on this site. Future construction will he reviewed by the Planning Staff at a later date. STAFF RECOr-M.NDATION: Staff recommends approval ~object to the following conditions: 1. Applicant to dedicate necessary right-of-way to nt to 72nd r(l0t'?nfeet along di Avenue to collector street sr:andards. (approximately ten property frontaga) ' 2. Applicant to sign Local Improvement District petition for 72nd Avenue now held by the City Recorder. n," r3. Provisions to be made to irrigate landscaped areas. !Outside hose bibs are C sufficient) a e �Vu 4. Sidi Permits are required prior to the installation of signs on this property. I STAFF REPORT SITE DESIGIN REVIEW TIGARD PLANNING DEPARTMENT February 5, 1980 Page 2 1. No Ccc'!panc:i Perrdts shall be issues until all conditions placed upon this devalopment by the City of Tigard have been satisfied and inspections verifying this have been carried out by the appropriate department. 2. No zinor land partitions shall be made ii-i reference to this project unless formal application is made to the City of Tigard Planning Depart- ment and the minor land partition :.s approved aid recorded. 3. No changes will be made to approved. plans or specifications unless foray application is made to the appropriate City department and changes are approved by that departc-ent. Application for changes will be made in writing and shall inclu(ie applicable drawings. 4. Grading plans -and construction plans on all public right-of-waYs shall be su2r,,.;.tted 6 and approved by the Public Works Director prior to cormuencement of work. 5. Public water sFrvice and sanitary service shall be installed to this site zrior to the issuance of a Building Permit. 6,. All existing or proposed utilities shill be placed underground. Street lighting installations shall be approved by the Public Works Director. 7. No Building Permit shall be issued until the expiration of the twenty day appeal period from the date of approval. a. Improvements may be bonded prior to issuance of Building Permits. 9 . That street improvements be constructed to the approval of the Public works DLreetor pr`.or to the recor3ing of the final plat or issuance of a Building Pe=it_ Action of the Site Design Review is final unless notificattan of appeal to the Pllnninc Commission is filed with the City Recorder within twenty (70) days of the Site Design Review Action. PP.EPAP.F.D AND APPROVED BY ALD F 9ARD, PLANNING DIRECTOR vmc This acPnowledgement must be signed and returned to the City of Tigard, Planning Department. Failure to return this acknowledgement will result in no further action on this project with regards to issuance of Building Permits or engineering approval. S I1iATU RE DATE; 101 I 3 4.s BUILDING PERMIT APPLICATION TIGARD DATE`jam'• ,19__30 3 0 51 2 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDERPHONE OR AS SHOWN AND APPPC'vrD IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE . — LOT NO-------- OWNER ___--_OWNER JOB ADDRESS 1 l• -- -— - ARCHITECT rJti'� ro-C�i`. L•y +uulararlR Saw90'S BUILDER _ ADDRESS -- ------ -- ------ STRUCTURE _ Cl NEW _❑ REMODEL �❑ ADDITION ❑ REPAIR _❑ RENEWAL ❑ FIRE DAMAGE C7 DEMOLITION ❑ RESIDENCE U COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE L7 STORAGE ❑ SLAB FJ FENCE r. OCCUPANCY ='; -LAND USE ZONE ._BLDG.TYPE '� ' —_FIRE ZONE PLAN CHECK BY _ -HEAT- OCCUPANCY HEAT e _- +cr.avli.',1 nin.^.,le fnr.?ily I•.m21inc,, sentir. tarllc -nine iae PUMPetl ;1"� filledWith nand 1 c� tx! t'e,arnted s ravel. nrul J-y,,;�ectd,i .111 refrase, rnnC. UaOCA, "tr.. — SEWER PERMIT# - OCC.LOAD FLOOR LOAD _HEIGHT NC.STORIES AREA NO.BEDROOMS —VALUE BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit L THIS PERMIT IS ISSUED SUBJECT TO THE REGULA'IC'IS CONTAINED IN THE BUILDING CODE, TONING -— REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE T _I•�n WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS .40 LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax �. 1il.r?;I SDC- _ --- Total PDCq APPLICANT OR AGENT -- ey -- Receipt No 3 _____ PHONE Approved ___ BOWING PERMIT APPLICATION DATE _______._. _ _ __ _._. 19�__ p THE UNDE RSIGNED HEREBY APPLIES FOR APER:MIT FON f1lE WORK HEREIN INDICATED BUILDERfHONE—�.lG��?y7� OR AS SHOi•:N AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNERPHONEi �j LOT NO----- � Ntl 1VNER _�_��f\� "A i—i JOB ADURE55 I. .•L �—_—�S'�a���. "-- ARCHI7ECT� F_rvt,i'�yt�t�R� UILDER 5��E - - ACrDFF_55 L! v` COY._ TRUCTURE EINEW _O RF11nGEL C ADDITION - _C7 REPAIR _ ❑RENEWAL ❑FIRE DAMAGE_ ❑DEM:L't RESIDENCE CCOMM ❑EDLC: ', '' l JGOV'T ORFLIGIOUS(]PATIO ❑CARPORT El, PGE CJSTCPAGF[154A8 F�FL',,,:F )CCUPANCYA<-'3_.LAND U5E iO:E .M -3. -BLDG TYPE `-rN _.FIRE ZONE_Aw PLAN C-ECK BY,__,__ HEAT,_^., _. . -- - --- ---. . �G°M at.c a K ?�N. CIL.�.. ._��°i!l�2_� . T,z�!T'.��►_�.n/� � v��t_c:L'_ _T.W TL_11 spt/o 4. Fi 4_4 iC'� I-�C LQAD _ fLr10R.L9t10 HEIGHT _. NQ. $f091k$ AREA tin P1EO9 OMy-- 8LIILDINGDEI'AFIT I.*,ENT _ _.._..... _ _ •"•CKc f-1C�lT - REAR _ LEFT qIpE RIGHT SIDE _ P_rmlt 1HIS i'E;t%41T IS ISSUED SUBJECT TO THE RFGULI•TIONS CONTAINED IN THE BUILDING Cfi� E l.• �! ': Pl.n Check --�1— I Rz'iLILATIONS AND ALL APPLICABLE CODES AND ORUINANCES AND IT IS HEREBY AC-PEED THAT (HE WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE '.1411H Sub total - c7 ' ° -_ I a' L APPLICABLE CODES AND ORDINANCES THE ISSUANCc OF THIS PERMIT DOES NOT WAIVE -{ uc STRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS f0 HAVE CUFIRENT CITY BUSINESS Staie Taxry ty/� i �"-%%E. SEPARATE PERMITS REOUIRED FOR SEWER, PLUP'rBING AND HEt:TING. TotalBy . _. ALICAN_T0 Iii ACENT 4pp�oveti Receipt No PC SDC PDC SEWER CONNECTION SEWER INEIPEA f, N 5 SEWER SURCHARGE Comments: i���ntzFy sN�v 'Mx9 � 'o' 7-Yr4CN_ /'.y.XT-6, r'rn K)Cr_77rA)3 PANEL CONNECTIONS i Ar 2yr ru.e,r� ` ,�„ � ; Cast-in-place connections provide a strong, conlin- (jous wall for shear resistance. Pilaster clamps are 1C n, 14AU /y commercially available for fast and efficient form- fFGY '09[.4M_--_-5 ing gFor Tear-wall action, some building codes re- 1 Aec•1_ Amin-)&Airs wlC, quire that the wall reinforcing extend into the cast- 14—e—7 1?r-rr— ast- 14 -e-71?r-rr rW in-place column. However, to allow for volume AA ������ �� � �,____ changes, it is preferable to only tie the corner panels to the columns and allow the remaining panels to move (Fig. 19a). Tilt-up panels may have butrad connections�Nith ciliicr grouted keys or gaskets. Story•high h,anels without columns are usually welded to the toundil- tion wall and to the roof (Fig. 19b). inig.19.Panel connections. �.� U1 f4 r ,d,r N,h !,x. 1. �� /.�' .tri r� sr ' . '" i� r;/r�r>?L{/? K r�y rxvt f, tl ,t, •� �,`;,,,5� ' ` �. tip' •i '�' .. •`� ., r�l.rfvrrm•.- •'f7rr�M'i�'r ----- of ^•� �� 44 RED Ppp .c1 -i� /crcl�eN._r ,r 4 e—, ,��lr ,t ,, ,.►�t R r . . G c� 1 I .aNOP&� Y '79 x9� N _. ..... -- 1 9A ALT- 1%4/JC—L -n�ycJ ot Alc)el -^J Cid/3A2 I I 6493op ORFS N PANELS CAST FACE UP Tilt-Lo concrete panels with exposed-aggregate surfaces may be fabricated in either a face-up or face-down position. For face-up casting, the reinforcement is first fixed in the form; then the concrete is placed around it and vib•ated for 000slolidation. The concrete is struck off slightly bel(-,w the top of the form to allow space for a layer of dec)gave ag/o�tes. Seeding the aggregates is usually started immediately 1 after the mncirete has been placed, struck off, and bull- B.ated or darbied. The select aggregates are spread evenly JI hand or shovel over the surface of the concrete. Next, 1�e aggregates are embedded into the surface by tapping si ith a wood float or darby;sometimes a rolling device may be wad. F.Xposing the aggregates is accomplished by washing off the surfdee matrix after the concrete is set sufficiently to When the panels have been properly cured, lifting bolts prevent aggregates from being dislodged. The surface layer are attach(d to swivel lift plates (Fig. 4). Then the panels of mortar is carefully washed away with a light spray of are raised Ind any clinging sand removed by brushing, air- water combined with brushing until the desired exposure is blasting, o• washing with a stream of water. The panel bor- achkved. ders, whish do not :,ave exposed aggregates, are usually 1 At least two weeks later, the exposed aggregates on the lightly sanablasted to improve their appearance, panels may be brightened with a 5 to 10 percent solution of muriatic acid, which removes any dull cement film remain- LIFT BOLT /�2 INafRi WIRED PLYWOOD itg from the wash. 'file acid solution is either sprinkled or SWIVEL LIFT TO RtINF O DOUGHNUT sprayed onto a prewetted surface. PLATE 0 PEA GRAVE I, PANELS CAST FACE DOWN T' - ni In one method of exposing aggregates for face-down casting CAST FACE DOWN CAST FACE UP t of pastels, the bottom of each panel form is covered with a Fig.4.LIFTING[JOLTS AND INSERTS, i layer of fine sand,about as deep as one-third the diameter of the largest-site aggregates used. The aggregates are packed close together into the sand for dense coverage. I Then is Erne spray of water is used to settle the sand around PCA REFERENCES ttre aggregptes, leaving about one-third to one-half of each piece yrrbedded in the sand. 1. Tilt-up Concrete Walls,PA079B In an alternate hot similar nr thod of exposing aggre 2.Exploring Ciller and Texture,VAOOA gates for face-down casting,the rggiegates are spread on the 3.Exposed Aggregate Concrete,l V'l A panel form before the layer of sand is applied. Sand is 4.Finishing(on(rete.Surfaces—Ea;used-Aggregate Finishes sprinkled between the stones to a depth of about one-third for Slabs, IS026T the diameter of the largest size aggregates. The surface is S.Johsitc Precast Concrete Panels-Textures, Patterns, and then moistened with a fine spray of water to settle the sand Designs,IS061 A around the aggregates and lease about one-third of each 6.Tilt-up Concrete Buildings A Valrre Decision,PA133B piece embecirled in the sand. If a white matrix is desired,a 7,Tilt-up Load-Bearing Walls A Design Aid,EB074D white rrr)rtar of I part white cement to 21h parts well- graded white or light-colored sand(u, „i sufficient water to make a creamy mixture) may he pla ed over the aggregates. Care s?could be taken not to di odge any of the aggre- ,res when placingthe first layer of mortar or concrete. This ete publication It intended for ole nee of professional nsl personnel hM y competent to waluete the significance end limitations of Its con Ir Ifttn insets anreinforcement are td reinft )laced over this first tantoand who ill accept responsibility for the application of the g I mater lot It contwains. The Portland Cement Association disclelms any layer. Usually th^ backup infix is Standard structural con. and all responsibility for application of the stated principles or for r the accuracy tut the sources other then work performed or informs cirte with a 3. to 5-in.slump. flop developed by the Association POKI LAND C:LMLN I 110 IC_)N %a alanlsHlan o1 trmrnl manuladturert ht imprttte and rtlenti Ii wet el pe.tland temenl and...o.n r, flimuph tt irnldir redruth enRinevrrn held work and makel detelupmrnl 5420 Old Orchard Road,Skokie, 111. 60076 Printed In U.S.A. SAW 010 AVY I —______----.. r"g" S�'c� ,ar�,[, p .c]h/s���•S, ZZ_/ c.)sPl� cl �Skr ` 13 PRO,�f(�n N Gege3�'P�l S6-7 fgf3r. Al AS /- Irl M �iif3 8 6, nAF— JT 1/r I� �/� �✓-- /_xlr G%1'. fir- lin�~ .ham- USE 7 _ a I f-eF S�r1 /' ' ---- ► Zoe) zi:� Pt, r1 (.15C !-,-r�_ - Ca" /.3t�/rZ`c/-[-% /X.QrF...S = 3 x'�-/z''���•lO►�-• /' - 14 LL-Ac a, C44. - t L fi o J � � L e11f C-5' '2 RKB NADEAU AUTOMATED BLDG COMP. ? 1T TTPE GN ' LEN T X LME4EFRI C M 0 R 0 3 N E 8 S MEMBR FORCE HOR OIEP 3LOPE/12 LOAD MEMSM FORCE I HLO1 20 3.CY 4. S .25 FR-TO (LBS) FT-IN-3X DEPTH IN (PLF) FR-TO (LR31 2 ET02 2C 3.CY. 5. 1 1. 151 1 2) 3 IN02 20 3. (IX 6.2 2.CO( 3- 8a L- 2 207T 2- 0- 0 12.COO 12C.C 2- 9 560C 4 IN02 20 3. CX 3.9 2.25( 4 - 7) 2- 3 205T 5•- 3-11 375 120. C 3- 9 2116C 5 3H11 20 1. 5X 3. 4 3- 4 17840 5- 1-15 375 120.C 3- 8 36T S CN02 20 3.CX ".9 3.25( 5-- 61 4 - 5 16930 5- 1-15 .375 120.0 4- 8 97T G CHI 1 20 2.OX 2.3 b- 6 36T 0- O- n -30.COO D 0.C 4 - 7 652C 1 IN02 20 4. CX 4. 1. 15 1.5O( : - 71 6- 7 0 5- 1--15 0.COG 14. 0 5- 7 18417 8 IN02 20 3. CX 3.9 2.25( 3- 81 7- 8 1693T 5- 1_15 0.COO 14.C 9 IN02 20 3. CY 5. 1 1.SO 1 2_ 91 8- 9 170ST E- 1-15 0.COO 14.C SPLICES 9- 1 157C 2- 1-12 0.can 14. 0 3- 4 SP10 20 3.OX 4.5 MAX. PURLIN SPACE= 3.0 FT. . MAX. UN99RCED BCT.CH. LEN.- 8.3 FT. 0 - 9 SP1O 20 3.CX 4. 5 1-1X4 I nT. BRACE REGO. AT 1/2 LEN._ME83_ 3- 9 DFjlr,N SPECS. ACCOROiNG TO UNIFORM NOTE. : LATkr'AL FSI-:ACING INDICATED FOR TRUSS BUILDING CUE. 1979 MEMJE­C IS RFoUIRED TO REDl1CF DUCKLING LENGTH OF 'IFMP.E?. PRDVISIO J,S MUST 3F MADE AT ENDS AND/nR SPECIFIFU INTERV4LS TO RFSTIIAIN OR ANCHOR LATERAL mACIVG . GN2o- 3x 3-9 .�• Gk20- 2x 3• 7 & C. lv�F/ •./ /--l GN 2o- 3X 3•q - - / Of WAS --- h, ~� c J � o _ - - -- - . fro. t tarp �� f GN202x3•q E I_ rr H�°��C�I=P, /dNAL o QuT RIGGER CfAORPS 4 WA � a GROSS ERG --- JT REACT IN-3X 9 1345 3 - 8 5 1017 4 . O CAMBER- 0 1/8 --- ---------_- 1E 0- Q N. el. 137TH AVE. MIAMI. FLORIDA 33147 CHORCS 3:LF LUMB"1 DFJCP.I"TION DF.3!GN CRITERIA 1.- 2 2X 4 N0. J D.FIR-I qRrH TOP CH. I Lt 50 P3F 2- 5 2X 4 A0. 2 D.FIR-LA .1 DL= 10 PSF 5- 6 2X 4 NO. J 0.F!R -.ARCH 001 CH. l L- 0 P3F 6- 1 2X 4 N0. 3 D.F!R-LARCH Dl.= 7 P3F TOTAL LOAD- 67 PBF ALL WEBS 2Y. 4 NO. J D.F'.R -.ARCH SPACING- 24 !N. CIC MAJOR DEFECT IN LUMBFR ^RADF SPECIFIFO FOR CHORD SIZES .HOJID NOi BE USED INPUT DEFL. L/24C NEAR 09 AT A JOINT INCREg5E3(PER CENT) �p PRO f LUMBE9-15 NA!L-15 \cj1 fsf�0 TCH LS-15 BCH LS- 0 �NGIf,EfR y1', NAIL VALUES W31) GN CHORGS WEBS 6693 MAX MIN MAX MIN 20 163 142 163 142 ` OREGON OP 71 s CRC, D (2,3t35 I PAR-t OF `5E.R IES -D- G3I h,E ; '• K 7 0 9E1vCLOSE0 CnvEK tAtlFL t izOK NO Ve,.> ON ERcGT1ON BKn'�_INZ E rc �S 2x4 # - D - FIR ��ll F71 a V C 0 fi P 6405 S W. BURNHAM AVE. P O. BOX -PHONE: 639-1141 TIGARD,ORKION 97223 UEC 0 -63135 f--5i12 RKB NADEAU RUTOMAIED BLDG CCMP. I OR iYPE GN N LEN X (MF4BF9, C It 0 9q 0 5 N F B 5 -� - MEM8R FC9CE M09 0:5P 5LOPE/12 LM MEMBR F09CE 1 4L01 4C 9.CX20.C C CO FR--TC LLBS) FT-IN-3X GEPrH IN (PLF) FR-TO (LB51 1 B901 20 3.CX 3.9 2 IN02 20 5.CX 5.6 2.00( 2-121 1- 2 12475C 6- 4- 9 2.500 140. C 2-12 1941 3 !NC2 20 5.CX 5.6 Z.75( 3-111 2- 3 IC219C 5- 5-12 2.500 140. C 2-11. 23160 4 PKI1 20. 6.CX12. 4 3.00 3- 4 7963C 5- 5-12 2.S00 14C. C 3-11 8577 4 PY,QO 20 2.CX 3. 4 4- 5 7963C 5-- 5-12 -2.500 140. C 3--10 24970 S !NQ2 20 5.CX 5.6 2. 15( 5- 9) 5-- G 10219C 5- 5-12 -2.X00 140. C 4-10 2481T 6 IN02 20 5.CX 5.C 2.CO i 6- 8) 6- 7 12475C 8- 4- 9 -2.500 140. C 5-10 2497C 7 HL01 40 9.CX20.C 0.00 7- B 12212T 8- 4 - 9 0.000 28. C 5- 9 857T 7 BRC1 20 3.CX 3.9 B - 9 12212T 5- 5-12 0.COO 28. C 6- 9 2318C P, !N11 20 2. CX 3.4 9--10 1C004T 5- 5-12 0.000 28. C 6- 8 194T 9 IN02 20 5.CX 5.G 2. SO( 5- 91 10-11 100041 5- 5-12 0.000 20. C 10 IN03 20 G.CX 7.9 2.50 2.25( 5--10) 11 -12 12212T 5- 5-12 0.000 26. C 11 TN02 20 5. CX 5.6 2.SO( 3 -111 12- 1 12212T 8- 4- 9 0.000 20. 0 12 IN11 20 2.CX 3.4 MAX. PURLIN 3PACE- 2.0 FT. , MAX. ABRAM BOT. CH. L%N. • 10.C FT. jPLICES 1-2X4 IAT. BRgCE REM qT 1/2 LEN. AM 2-11 3-10 5-10 6- 9 2- 3 3P10 20 6.CX 7. 9 5- 6 5P10 20 6- CX 7. 9 NOTE : LATEPAL 6PACING INDICATED FOR TRUSS 9--10 5P10 4C G.CX12. S 10-11 5P1Q 4C 6.0X12. 5 MEM ir'�S IS r:F(JUIPFI7 TO PF DUGE HUCKLING LFNGTA OF MEM;IER . PR9VISIONS MUST HE MADE AT END; BU f I C.NG COV, 119'19 DESIGN SPECS. 9C09DING rQ UNIFC94 AND/OR SPECIFIED INTEYVALS TO PESTP.AIN OF' ANCHOR LATFPAL r,RACI �G. ,,• ���., MA111N0 A. i of WAS \i C, �--ONBOti3■11 BEARING DF.T.AIL JT. / ,A ^ �Q" • ►LAN VIEW •moi •�X\ `^•�/;TEF ���/ .,•^. A L OAn GR053 0P.G Q IF 2 11 111 JT T!FQCi IN-3X 1 3248 3-- B 7 3240 3 E i i , Far�rr 525 N. A. 37TH RVE. MIAMI. cl CgIGq 33141 F'HC9G5 9!1F LUMBF9 OF.jC9!PTICN OE,i!GN CM!TFR'A ' - 4 2X 8 NO. i MC15 0.p-LARCH 7C° CH. LL- 25 PY 4- 7 2X 8 140. 1 MC15 0.F-LARCH OL- 10 PY 7- 1 2X 8 SEL. 9TR. D.°-LAP.CH eu CH. LL= 0 P3F DL= 7 PY FILL NESS 2X 4 140. 3 0.°!R--I.A9CH 'i0iAl LOg0-- 42 P3F 5PF1CING= 48 !N. C/C !NPUT OF-FL. 1/24C !NCRME5(PE9 CENT) LUMBER-15 Nn![.-15 TCH LS- 0 BCH L3- 0 NAIL VPI-UES IP5!1 GN CH0903 NESS MAX MIN MAX MIN 20 163 142 103 142 40 144 111 144 111 NOTE REFER `Ta F-NC_ LCSED P�o��Ess� 'EFH E E-T FOR NCS S ON E PECfl 4 i 'EGC�i 7 loq° I�RC� D- 6313(�D IS PhRT OF SER SFS D- � TO D- 63130 _� LS F D C 3 S.W.BURN HAP i AV eoio I/xe. c-r.-51 I CjARD,OREGON 4